# Methodology for Thermal Behaviour Assessment of Homogeneous Façades in Heritage Buildings

Authors: Enrique Gil; Carlos Lerma; Jose Vercher; Ángeles Mas
Journal: Journal of Sensors
 (2017)

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## Abstract

It is fundamental to study the thermal behaviour in all architectural constructions throughout their useful life, in order to detect early deterioration ensuring durability, in addition to achieving and maintaining the interior comfort with the minimum energy consumption possible. This research has developed a methodology to assess the thermal behaviour of façades in heritage buildings. This paper presents methodology validation and verification (V & V) through a laboratory experiment. Guidelines and conclusions are extracted with the employment of three techniques in this experiment (thermal sensors, thermal imaging camera, and 3D thermal simulation in finite element software). A small portion of a homogeneous façade has been reproduced with indoor and outdoor thermal conditions. A closed chamber was constructed with wood panels and thermal insulation, leaving only one face exposed to the outside conditions, with a heat source inside the chamber that induces a temperature gradient in the wall. With this methodology, it is possible to better understand the thermal behaviour of the façade and to detect possible damage with the calibration and comparison of the results obtained by the experimental and theoretical techniques. This methodology can be extrapolated to the analysis of the thermal behaviour of façades in heritage buildings, usually made up of homogeneous material.


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## Body

## 1. Introduction

In order to optimize the available energy resources, it is necessary to analyse the buildings energy consumption, since the building industry has a significant weight in the consumption of resources (energy and raw materials). Thermal response of the enclosures is a very important factor in this regard. On the other hand, the thermal study of a façade can give information regarding its pathological state. This paper develops a methodology that analyses heritage building façades in a thermal way with a low economic cost.It is necessary to consider multiple constructive and environmental factors in thermal response of façades and in energy losses that occur through them. Constructive design of façades and possible pathology or alteration of the building materials are the most important factors. A correct arrangement of the façade layers and good carpentry are highlighted among the constructive factors. Green urban infrastructures [1] that contribute to heat mitigation [2] and to reducing ambient temperature and improving thermal comfort [1, 3, 4] stand out among the environmental factors. The design of roofs and green walls also influences the boundary climatic conditions [5–7]. The density of green areas affects the incidence and absorption of solar radiation, which induces a lower surface temperature [8].Every day there is greater interest in collecting data from buildings [9] to better understand and improve knowledge of energy use [10] and thermal comfort [11].Some failures in building envelope occur often during the construction process [12–14]. In historic buildings, most faults occur during their service life, so it is recommendable to monitor them.The deterioration monitoring would give an early warning of incipient problems that allow the planning of the maintenance programs, minimizing the relevant costs [15, 16]. In fact, an analysis of statistical data can be performed to obtain valuable information for preventive conservation [17]. Preventive conservation consists of a working method and a combination of techniques that help to determine and control the deterioration process of cultural heritage in order to take the necessary actions before it occurs [18].The use of data monitoring systems together with improved service-life prediction models leads to additional savings in life cycle costs [19, 20]. The development of new sensor concepts allows for a more rational approach to the assessment of repair options and scheduling of inspection and maintenance programmes [20] in traditional buildings or other types of structures.To facilitate more cost-effective data collection for a wide variety of important building environmental and operational parameters is necessary to search tools [21] with an affordable price. They also have to be easy to build and customize according to the needs of each case, and they can store lots of data with a reasonable accuracy. This research work combines three techniques: thermal sensors, thermography, and finite elements simulation.On the one hand, a low-cost Arduino-based microcontroller has been employed in this research, because it is a cheap, flexible, and programmable open-source system, with easy-to-use hardware and software components [21, 22]. This microcontroller has been used as an interface to receive information from sensors and as a data-logger. Also, it activates or deactivates the heat source of the specimen according to the temperature recorded by the sensors. An exhaustive study has never been done to know the thermal flow with low-cost sensors, although this type of microcontroller has already been used by environmentalists with sensors [23–25].On the other hand, there are several modalities [26] in the use of infrared technology, but the most common ones are active thermography, which consists of artificially heating the sample, and passive thermography, where the material or enclosure is heated by the natural effect of the solar energy. The best option is passive thermography when large surfaces are studied because it fits the real situation very well [27], for example, the façades of buildings, especially if they are located in an urban environment where the streets are narrow. Passive thermography has also been used to assess the effect of leakage points in buildings [28].Nondestructive techniques such as temperature sensors and thermography facilitate the study of building materials without damaging the building, especially its façades. Most historic buildings have been built with different types of stone. Usually, these types of buildings have thick façades composed of one or two materials. In the case of stone walls, this material covered the entire thickness of the wall. Different materials can be alternated, as, for example, the case of brick with earth or rammed earth walls, if the façade was formed by other materials. The state of deterioration of a stone monument is characterised by the type, intensity, and extent of the damage. Determining the location of the forms of deterioration has been demonstrated to be a highly appropriate research method for preventive conservation.Thermography may propose some difficulties if a quantitative approach is intended [29], but in this work, it is combined with two other techniques, allowing in this way locating and quantifying the magnitude of damage.The main objective of this research is to develop a specimen in the laboratory that allows obtaining real data. The specimen consists in generating a thermal flow through a homogeneous stone material. Temperature data were recorded using Arduino-based software and hardware designed by the authors. Temperatures are confronted with thermographic technology. Finally, the data obtained help to calibrate and verify a three-dimensional model of finite elements, which allows obtaining a greater amount of data and a more global estimate of the thermal behaviour. From this specimen, this work proposes a methodology to evaluate the thermal behaviour of façades in historic buildings and to detect pathology.


## 2. Materials and Methods

This research presents a methodology applicable to any material and historical building with the objective of evaluating its envelope thermally.The methodology presented in this paper uses three techniques. One technique gives theoretical results and the other two obtain real and experimental results. The first technique is based on the elaboration of a finite element model with simulation software. This gives the theoretical results of the experiment, that is, the temperature reached by the material at each point with current conditions if it were homogeneous and it had no damage or failures. One of the techniques that provides experimental results is the use of temperature sensors that record the temperature data along the thickness of the façade. And the other experimental technique used is the thermal camera, which allows mapping temperatures on the exterior surfaces. The methodology basically consists of analysing the variation of temperature data obtained theoretically and experimentally. If the data are very similar, the façade is healthy. However, if the data change significantly in any area, there is pathology. This paper shows practical examples to understand the detection of cracks, mass faults, detachments, and so on.


### 2.1. Design of the Specimen Tested

A façade specimen, a model, has been constructed to develop this research.The model is a box of 73 × 63 × 36 cm3. The exterior is made of chipboard that allows rigid and stable walls. A solid light concrete block has been placed inside the box. This block is 25 × 25 × 60 cm3 and it is wrapped by thermal insulation of rock wool 4 cm thick, except on two of its faces. The heat flows from the inside of the box to the outside through the block of lightweight concrete. The characteristics of the materials used can be seen in Table 1. Thus, a closed and isolated chamber has been built, with the heat source simulating the conditions inside the building (Figures 1 and 2). Up to 11 thermometers have been placed inside the wooden box and inside the solid light concrete block. The heat source has been a single 60 W bulb in this case.Table 1
Properties of the used materials.
ID material
Material
Density
Specific heat
Thermal conductivity
(Kg/m3)
(J/Kg°K)
(W/m°K)
#1
Chipboard
750
1600
0.24
#2
Rock wool
40
800
0.035
#3
Solid light concrete block
400
1000
0.1Figure 1
Specimen to perform the specimen without the top cover.Figure 2
Section of the specimen with the location and sensors nomenclature.A piece of rock wool has been placed inside the air chamber between the heat source and the concrete block. This piece is in the central third in the plan view. This is done to avoid direct radiation to the block and, in this way, only the physical phenomena of conduction and convection will appear. These two phenomena appear in the envelopes of buildings.Table2 summarizes the positions of each thermometer. Up to 11 temperature sensors have been placed from the heated interior chamber to the outer space at ambient temperature. Thus, the temperature reached by the air, in the interior and in the outside, can be known at any moment. Also, the temperature reaches the homogeneous material in the most prominent points: near the edges and in the central part.Table 2
Temperature sensors used.
#
Type
Observations
T01
DS18B20
Outside temperature.
T02
DS18B20
Outside film coefficient temperature.
T03
DS18B20
Outside edge temperature (top).
T04
DS18B20
Outside edge temperature (bottom).
T05
K
5 cm from outside edge temperature.
T06
DS18B20
Intermediate zone temperature.
T07
K
5 cm from inside edge temperature.
T08
DS18B20
Inside edge temperature.
T09
DS18B20
Inside film coefficient temperature.
T10
DS18B20
Inside temperature (up).
T11
DS18B20
Inside temperature (bottom, protected from the source). It controls the heat source’s on/off switching.It is noteworthy that the indoor sensors T9, T10, and T11 have been protected against the heat source, since it also radiates infrared energy that skews the temperature reading.The main material of the specimen is a Ytong block. It is a cellular concrete and, therefore, very light that combines resistance and thermal insulation. The main chemical composition of this block is silica sand (70%), cement (14%), blowing agent (0.05%), and also water. The distribution of cells for a block with 500 kg/m3 of density is macrocells (50%) and microcells (30%) [30]. The minimum compressive strength is 1.5 MPa according to current standards [31].


### 2.2. Temperature Sensors

The board used in this research has been the Arduino MEGA based on the ATmega328P. It contains everything needed to support the microcontroller; it is simply connected to a computer with a USB cable or powered with an AC-to-DC adapter or battery to get started [32]. The board kept being powered with an AC-to-DC adapter in this research.Custom sensor expansion boards can be developed to directly plug into the standardized pin-headers of the board. They enable the microcontroller to connect to several sensors [22, 33].This ensures that power supply will be continuous during the experiment and batteries will not be depleted in several days or weeks.A program compiled in C++ language has been made for data collection. This program is responsible for data collection, publication, and temperature control inside the test.The application builds an array of objects, thermometers, which take the temperature, store it, and publish it on both the serial port monitor and HTML by creating a local web server, which allows real-time access to the situation of the test through a local web page.The structure of the program is based on objects, classes. To do this, it defines a pure virtual class called Thermometer, which defines all common data and methods from acquisition to publication. This main class is inherited by classes that are defined according to different types of sensors, Dallas DS18b20 and K probes, through the MAX 31856 digitalization and amplification module.These classes receive the inheritance of the main class, Thermometer. They also define the specific methods of data acquisition according to external libraries of free license. These libraries contain the predefined classes of the specific hardware use of each sensor. There are more than fifty different types of sensor whose deployment into practical devices facilitates long-term monitoring of structural changes, reinforcement corrosion, concrete chemistry, moisture state, and temperature [20]. In this work, only temperature sensors are used.The Dallas temperature sensor DS18B20 has been used for the main sensors. It can be powered from data line. Power supply range is 3.0 V to 5.5 V. This type of sensor measures temperatures from −55°C to +125°C with ±0.5°C accuracy from −10°C to +85°C. The DS18B20 Digital Thermometer provides 9- to 12-bit (configurable) temperature readings which indicate the temperature of the device. Information is sent to/from the DS18B20 over a 1-Wire interface, so that only one wire (and ground) needs to be connected from a central microprocessor to a DS18B20. Power for reading, writing, and performing temperature conversions can be derived from the data line itself with no need for an external power source. Because each DS18B20 contains a unique silicon serial number, multiple DS18B20s can exist on the same 1-Wire bus. This allows for placing temperature sensors in many different places. Applications where this feature is useful include HVAC environmental controls, sensing temperatures inside buildings, equipment, or machinery, and process monitoring and control [34].K-type probes have been used to test the data obtained by DS18B20 sensors. These probes can perform measurements below 0°C.A Dual MAX31856 thermocouple breakout board has been used to connect the K-type temperature sensors to the board. It has 19-bit temperature resolution, handles all thermocouple types (K, J, N, R, S, T, E, and B), and allows readings as high as +1800°C and as low as −210°C depending on thermocouple type, and a line frequency filtering of 50 Hz and 60 Hz is included.Using a higher resolution external analog-to-digital convertor would provide better readings; however, since the thermistor has an accuracy of ±0.05°C in optimal conditions, the level of precision from the 10-bit ADC is sufficient [19].In this work, up to 11 temperature sensors have been used. The variations recorded by these sensors over time are known and they are used to corroborate their accuracy and to validate this research. For this reason, all temperature sensors have been calibrated. Calibration is the result of comparing the data obtained by sensors with that obtained by high quality thermometers in a test. In this way, an affordable measurement system can be used in tests, which were previously carried out with expensive thermometers. Calibration has consisted in placing all sensors in a receptacle to test the temperature at different values. The temperature values observed in all thermometers have been very similar. The temperature differences between the sensors and the reference thermometers were lower than ±0.05°C and therefore it was not necessary to correct the data obtained.Data of all temperature sensors are saved in real time on a micro-SD card in txt format, which can easily be imported into any spreadsheet software. Thus, it is not necessary to connect the sensors to a computer for the long period that the test can last. Micro-SD memory cards that are sold today have a huge storage capacity. Sensor and time data are stored as plain text in a comma-delimited format and each data point consists of only a few bytes of data, allowing storing billions of measurements [21].The micro-SD memory card used on the board has been able to store the data received by the 11 sensors, every 5 minutes, for days, and it has no storage problems. A web page has been created to check the temperature of each sensor in real time. However, the web page was very simple and it was not linked to a Mysql database to store these data.


### 2.3. Thermographic Technology

A FLIR B335 camera has been used for this research generating thermographic images with 320 × 240 pixels of resolution. It has a temperature range between −20 and +120°C and less than 50 mK NETD sensitivity. Further processing of the thermographic images has been done with the FLIR QuickReport software. The colour palette of these pictures can be modified, as well as the temperature range and the distance to the object (usually 1 meter). Also, the maximum, minimum, and average temperature of the studied areas can be calculated. Finally, the temperature assigned to each pixel of the image is exported in Excel format.The authors have evaluated the contributions on thermal comfort for traditional façades of buildings [35].Many other previous studies have already established a link between infrared thermography and the detection of defects in stone materials, although in these studies the thermographic data for different points of the walls are interpreted by means of graphs [36]. Those areas where thermal discontinuities occur are usually where defects in the material are located. On the other hand, those points which display a similar temperature demonstrate thermal inertia, that is, the tendency of a particular element to resist thermal changes, and this depends on the characteristics of the material, the moisture present, and any damage [37].The thermal pattern of a material largely depends on its characteristics (thermal diffusion, porosity, density, etc.). The possibility of being able to clearly visualise the defects of a particular material depends on the difference between the thermal characteristics of the material and the absence of homogeneity [38].The emissivity value in this study is 0.95 as the default value, and so we believe that the results obtained from the thermographic measurements are reliable. Moreover, emissivity is very similar for nonmetallic materials [39] in building construction. For example, concrete has 0.93 of emissivity, 0.94 for chipboard, or 0.90 for rock wool with a cloth cladding.


### 2.4. Finite Element Simulation

The research has been completed with a finite element model of the specimen using the commercial program ANSYS Mechanical v.15, a finite element software used in engineering and architecture able to study multiple variables simultaneously [40].This software allows perfectly simulating the studied case and calculating the thermal flow in each point. For this purpose, a mesh size of 0.5 cm has been used. The element type is Solid 278, a simple three-dimensional parallelepiped of 8 nodes, because it is the element that best fits in the calculations and for the model geometry. The element has a 3D thermal conduction capability. The element has eight nodes with a single degree of freedom, temperature, at each node. The element is applicable to a 3D, steady-state or transient thermal analysis. However, in [41] anyone can see the use of new finite elements for more difficult applications.Figure3 shows a vertical section 15 cm from the edge of the three-dimensional model, where the thermometers are located, and a horizontal section through the midpoint. Thus, all elements of the model are best observed. The same materials of the laboratory test (Table 1) have been used in the finite element model. The thermal behaviour of the materials used varies because their properties of density, specific heat, and conductivity are different. Energy is more difficult to propagate when the conductivity of the material is lower. In this case, the lowest conductivity corresponds to rock wool. This way, the energy will be lost more quickly in the concrete block and in the chipboard.Figure 3
Temperature in the vertical and horizontal section of the finite element model.The temperature in all nodes of the finite element mesh (every 0.5 cm) is shown in this figure. Inside the box the heat source raises the temperature 30°C above the outside temperature. Outside, the ambient temperature at the selected time is about 15°C. This generates a temperature gradient between inside and outside. It can be seen very clearly in Figure3.A more adequate understanding of the temperature gradient that reflects the finite element model is achieved in this figure.Figure3 clearly shows how the thermal gradient occurs through the insulation small thickness of 4 cm. The gradient is wider where the lightweight concrete block is located, considering that its thermal conductivity is higher than the insulation. The temperature decreases along the entire thickness of this material. Also, it is possible to understand more complex physical phenomena by considering the three dimensions, such as the nonlinearity of the thermal gradient of some areas.The heat exchange between the air and the wall is a complex phenomenon. Each mobile molecule of air strikes the static molecules of the wall material and exchanges with them some of its vibration. Temperature is the mean of the states of vibration.In the interface between solid and gas, very complex phenomena occur, depending on the air velocity and the horizontal or vertical position of the solid. These phenomena also depend on the temperature of the materials. The balance of these phenomena is simulated rudely by the film coefficient of convention.The thermography of the solid helps to set the film coefficient, by comparing the temperatures of the simulation with those obtained in the thermography. The heat flow generated by the heat source produces a convection phenomenon of the air inside the box. A heat transfer occurs between the fluid and the surfaces. Here the thermal boundary layer between both elements is very important. This boundary layer is linked with temperature gradients in the fluid caused by the presence of a surface at different temperature. When forced convection occurs, the values of the film coefficient vary between 25 and 70 approximately depending on the air velocity and material, in this case, concrete [42]. In this case, the values of the film coefficient (Table 3) are set to a certain value by comparing the temperature values of the thermography with those of the finite element simulation. Inside the box, the values are higher because the space is very small and the heat source produces a forced convection movement. The values in Table 3 offer a better adjustment of the simulation with the recorded temperatures.Table 3
Film coefficients used in the calculations.
Flux(W/(m2·K))
Horizontal
Vertical
Upward
Downward
Out
In
Out
In
Out
In
4
35
4
35
4
35


### 2.5. Validation and Verification (V & V) for Applying in Heritage

The work presented in this paper is based on a specimen carried out in the laboratory with a homogeneous stone material (Figures1 and 2). It is a chipboard box, totally thermally insulated, except on one of its faces where the solid light concrete block is located. A heat source that generates a thermal gradient is placed in the inner space. Up to 11 temperature sensors are placed in the specimen. It is a low-cost system that allows checking temperatures and storing the data for later analysis.Once the specimen is set up, the heat source is switched on, in this case, a bulb of 60 W. From that moment, all data generated by the thermal sensors is recorded on an SD card. The test lasted several days, generating a high number of temperature records every five minutes, day and night. Outside temperature has been fluctuating, although the values have been maintained around 15°C inside the laboratory because it was winter. The inside temperature of the housing has also been kept constant with a temperature 30°C above the outside. The T11 thermometer has controlled the bulb’s on/off switching. When the temperature difference is not equal to 30°C compared to outside, with a small margin of ±0.5°C, an order is sent to turn the heat source on or off.In addition, during the experiment, different thermographic pictures were also captured. The temperature of all faces has been recorded from different points of view. This allows comparing temperature data and verifying them more accurately.A three-dimensional model of the experiment with finite elements was developed to simulate the specimen after obtaining sufficient laboratory data. Data from sensors and thermography has been used to calibrate this 3D theoretical model with finite elements.The comparison of the data obtained by the three techniques allows validating and verifying (V & V) the theoretical model. Once the finite element model has been validated, it is possible to extrapolate thermal analysis to buildings façades in heritage. An exhaustive check of the temperatures that are reached in different points of a façade can be realized. Extrapolations or modifications in the boundary conditions can be made to know how the material would behave in those suppositions.After getting the data using the three techniques for the healthy block, three types of damage usual in heritage are applied to the block and the experimental data with sensors and thermal camera are taken again. The variation of these results with respect to the theoretical ones allows detecting the damage. Three types of usual damage on historic buildings façades have been induced in the solid light concrete block.Damage 1 represents a continuous crack with 0.5 cm of thickness and 5 cm of height and its depth covers the entire thickness of the block (25 cm). Damage 2 involves a mass loss of the material 5 cm in diameter and 10 cm deep from the inner face. Outside of the solid light concrete block nothing is seen with the naked eye. Damage 3 represents a flake, that is, a piece of the block with dimensions of 7.5 × 15 cm2 which has been detached.Figure4 shows the solid light concrete block, with its relative position in the box and with the location of the three damage types.Figure 4
Types of deterioration in the solid light concrete block.


## 2.1. Design of the Specimen Tested

A façade specimen, a model, has been constructed to develop this research.The model is a box of 73 × 63 × 36 cm3. The exterior is made of chipboard that allows rigid and stable walls. A solid light concrete block has been placed inside the box. This block is 25 × 25 × 60 cm3 and it is wrapped by thermal insulation of rock wool 4 cm thick, except on two of its faces. The heat flows from the inside of the box to the outside through the block of lightweight concrete. The characteristics of the materials used can be seen in Table 1. Thus, a closed and isolated chamber has been built, with the heat source simulating the conditions inside the building (Figures 1 and 2). Up to 11 thermometers have been placed inside the wooden box and inside the solid light concrete block. The heat source has been a single 60 W bulb in this case.Table 1
Properties of the used materials.
ID material
Material
Density
Specific heat
Thermal conductivity
(Kg/m3)
(J/Kg°K)
(W/m°K)
#1
Chipboard
750
1600
0.24
#2
Rock wool
40
800
0.035
#3
Solid light concrete block
400
1000
0.1Figure 1
Specimen to perform the specimen without the top cover.Figure 2
Section of the specimen with the location and sensors nomenclature.A piece of rock wool has been placed inside the air chamber between the heat source and the concrete block. This piece is in the central third in the plan view. This is done to avoid direct radiation to the block and, in this way, only the physical phenomena of conduction and convection will appear. These two phenomena appear in the envelopes of buildings.Table2 summarizes the positions of each thermometer. Up to 11 temperature sensors have been placed from the heated interior chamber to the outer space at ambient temperature. Thus, the temperature reached by the air, in the interior and in the outside, can be known at any moment. Also, the temperature reaches the homogeneous material in the most prominent points: near the edges and in the central part.Table 2
Temperature sensors used.
#
Type
Observations
T01
DS18B20
Outside temperature.
T02
DS18B20
Outside film coefficient temperature.
T03
DS18B20
Outside edge temperature (top).
T04
DS18B20
Outside edge temperature (bottom).
T05
K
5 cm from outside edge temperature.
T06
DS18B20
Intermediate zone temperature.
T07
K
5 cm from inside edge temperature.
T08
DS18B20
Inside edge temperature.
T09
DS18B20
Inside film coefficient temperature.
T10
DS18B20
Inside temperature (up).
T11
DS18B20
Inside temperature (bottom, protected from the source). It controls the heat source’s on/off switching.It is noteworthy that the indoor sensors T9, T10, and T11 have been protected against the heat source, since it also radiates infrared energy that skews the temperature reading.The main material of the specimen is a Ytong block. It is a cellular concrete and, therefore, very light that combines resistance and thermal insulation. The main chemical composition of this block is silica sand (70%), cement (14%), blowing agent (0.05%), and also water. The distribution of cells for a block with 500 kg/m3 of density is macrocells (50%) and microcells (30%) [30]. The minimum compressive strength is 1.5 MPa according to current standards [31].


## 2.2. Temperature Sensors

The board used in this research has been the Arduino MEGA based on the ATmega328P. It contains everything needed to support the microcontroller; it is simply connected to a computer with a USB cable or powered with an AC-to-DC adapter or battery to get started [32]. The board kept being powered with an AC-to-DC adapter in this research.Custom sensor expansion boards can be developed to directly plug into the standardized pin-headers of the board. They enable the microcontroller to connect to several sensors [22, 33].This ensures that power supply will be continuous during the experiment and batteries will not be depleted in several days or weeks.A program compiled in C++ language has been made for data collection. This program is responsible for data collection, publication, and temperature control inside the test.The application builds an array of objects, thermometers, which take the temperature, store it, and publish it on both the serial port monitor and HTML by creating a local web server, which allows real-time access to the situation of the test through a local web page.The structure of the program is based on objects, classes. To do this, it defines a pure virtual class called Thermometer, which defines all common data and methods from acquisition to publication. This main class is inherited by classes that are defined according to different types of sensors, Dallas DS18b20 and K probes, through the MAX 31856 digitalization and amplification module.These classes receive the inheritance of the main class, Thermometer. They also define the specific methods of data acquisition according to external libraries of free license. These libraries contain the predefined classes of the specific hardware use of each sensor. There are more than fifty different types of sensor whose deployment into practical devices facilitates long-term monitoring of structural changes, reinforcement corrosion, concrete chemistry, moisture state, and temperature [20]. In this work, only temperature sensors are used.The Dallas temperature sensor DS18B20 has been used for the main sensors. It can be powered from data line. Power supply range is 3.0 V to 5.5 V. This type of sensor measures temperatures from −55°C to +125°C with ±0.5°C accuracy from −10°C to +85°C. The DS18B20 Digital Thermometer provides 9- to 12-bit (configurable) temperature readings which indicate the temperature of the device. Information is sent to/from the DS18B20 over a 1-Wire interface, so that only one wire (and ground) needs to be connected from a central microprocessor to a DS18B20. Power for reading, writing, and performing temperature conversions can be derived from the data line itself with no need for an external power source. Because each DS18B20 contains a unique silicon serial number, multiple DS18B20s can exist on the same 1-Wire bus. This allows for placing temperature sensors in many different places. Applications where this feature is useful include HVAC environmental controls, sensing temperatures inside buildings, equipment, or machinery, and process monitoring and control [34].K-type probes have been used to test the data obtained by DS18B20 sensors. These probes can perform measurements below 0°C.A Dual MAX31856 thermocouple breakout board has been used to connect the K-type temperature sensors to the board. It has 19-bit temperature resolution, handles all thermocouple types (K, J, N, R, S, T, E, and B), and allows readings as high as +1800°C and as low as −210°C depending on thermocouple type, and a line frequency filtering of 50 Hz and 60 Hz is included.Using a higher resolution external analog-to-digital convertor would provide better readings; however, since the thermistor has an accuracy of ±0.05°C in optimal conditions, the level of precision from the 10-bit ADC is sufficient [19].In this work, up to 11 temperature sensors have been used. The variations recorded by these sensors over time are known and they are used to corroborate their accuracy and to validate this research. For this reason, all temperature sensors have been calibrated. Calibration is the result of comparing the data obtained by sensors with that obtained by high quality thermometers in a test. In this way, an affordable measurement system can be used in tests, which were previously carried out with expensive thermometers. Calibration has consisted in placing all sensors in a receptacle to test the temperature at different values. The temperature values observed in all thermometers have been very similar. The temperature differences between the sensors and the reference thermometers were lower than ±0.05°C and therefore it was not necessary to correct the data obtained.Data of all temperature sensors are saved in real time on a micro-SD card in txt format, which can easily be imported into any spreadsheet software. Thus, it is not necessary to connect the sensors to a computer for the long period that the test can last. Micro-SD memory cards that are sold today have a huge storage capacity. Sensor and time data are stored as plain text in a comma-delimited format and each data point consists of only a few bytes of data, allowing storing billions of measurements [21].The micro-SD memory card used on the board has been able to store the data received by the 11 sensors, every 5 minutes, for days, and it has no storage problems. A web page has been created to check the temperature of each sensor in real time. However, the web page was very simple and it was not linked to a Mysql database to store these data.


## 2.3. Thermographic Technology

A FLIR B335 camera has been used for this research generating thermographic images with 320 × 240 pixels of resolution. It has a temperature range between −20 and +120°C and less than 50 mK NETD sensitivity. Further processing of the thermographic images has been done with the FLIR QuickReport software. The colour palette of these pictures can be modified, as well as the temperature range and the distance to the object (usually 1 meter). Also, the maximum, minimum, and average temperature of the studied areas can be calculated. Finally, the temperature assigned to each pixel of the image is exported in Excel format.The authors have evaluated the contributions on thermal comfort for traditional façades of buildings [35].Many other previous studies have already established a link between infrared thermography and the detection of defects in stone materials, although in these studies the thermographic data for different points of the walls are interpreted by means of graphs [36]. Those areas where thermal discontinuities occur are usually where defects in the material are located. On the other hand, those points which display a similar temperature demonstrate thermal inertia, that is, the tendency of a particular element to resist thermal changes, and this depends on the characteristics of the material, the moisture present, and any damage [37].The thermal pattern of a material largely depends on its characteristics (thermal diffusion, porosity, density, etc.). The possibility of being able to clearly visualise the defects of a particular material depends on the difference between the thermal characteristics of the material and the absence of homogeneity [38].The emissivity value in this study is 0.95 as the default value, and so we believe that the results obtained from the thermographic measurements are reliable. Moreover, emissivity is very similar for nonmetallic materials [39] in building construction. For example, concrete has 0.93 of emissivity, 0.94 for chipboard, or 0.90 for rock wool with a cloth cladding.


## 2.4. Finite Element Simulation

The research has been completed with a finite element model of the specimen using the commercial program ANSYS Mechanical v.15, a finite element software used in engineering and architecture able to study multiple variables simultaneously [40].This software allows perfectly simulating the studied case and calculating the thermal flow in each point. For this purpose, a mesh size of 0.5 cm has been used. The element type is Solid 278, a simple three-dimensional parallelepiped of 8 nodes, because it is the element that best fits in the calculations and for the model geometry. The element has a 3D thermal conduction capability. The element has eight nodes with a single degree of freedom, temperature, at each node. The element is applicable to a 3D, steady-state or transient thermal analysis. However, in [41] anyone can see the use of new finite elements for more difficult applications.Figure3 shows a vertical section 15 cm from the edge of the three-dimensional model, where the thermometers are located, and a horizontal section through the midpoint. Thus, all elements of the model are best observed. The same materials of the laboratory test (Table 1) have been used in the finite element model. The thermal behaviour of the materials used varies because their properties of density, specific heat, and conductivity are different. Energy is more difficult to propagate when the conductivity of the material is lower. In this case, the lowest conductivity corresponds to rock wool. This way, the energy will be lost more quickly in the concrete block and in the chipboard.Figure 3
Temperature in the vertical and horizontal section of the finite element model.The temperature in all nodes of the finite element mesh (every 0.5 cm) is shown in this figure. Inside the box the heat source raises the temperature 30°C above the outside temperature. Outside, the ambient temperature at the selected time is about 15°C. This generates a temperature gradient between inside and outside. It can be seen very clearly in Figure3.A more adequate understanding of the temperature gradient that reflects the finite element model is achieved in this figure.Figure3 clearly shows how the thermal gradient occurs through the insulation small thickness of 4 cm. The gradient is wider where the lightweight concrete block is located, considering that its thermal conductivity is higher than the insulation. The temperature decreases along the entire thickness of this material. Also, it is possible to understand more complex physical phenomena by considering the three dimensions, such as the nonlinearity of the thermal gradient of some areas.The heat exchange between the air and the wall is a complex phenomenon. Each mobile molecule of air strikes the static molecules of the wall material and exchanges with them some of its vibration. Temperature is the mean of the states of vibration.In the interface between solid and gas, very complex phenomena occur, depending on the air velocity and the horizontal or vertical position of the solid. These phenomena also depend on the temperature of the materials. The balance of these phenomena is simulated rudely by the film coefficient of convention.The thermography of the solid helps to set the film coefficient, by comparing the temperatures of the simulation with those obtained in the thermography. The heat flow generated by the heat source produces a convection phenomenon of the air inside the box. A heat transfer occurs between the fluid and the surfaces. Here the thermal boundary layer between both elements is very important. This boundary layer is linked with temperature gradients in the fluid caused by the presence of a surface at different temperature. When forced convection occurs, the values of the film coefficient vary between 25 and 70 approximately depending on the air velocity and material, in this case, concrete [42]. In this case, the values of the film coefficient (Table 3) are set to a certain value by comparing the temperature values of the thermography with those of the finite element simulation. Inside the box, the values are higher because the space is very small and the heat source produces a forced convection movement. The values in Table 3 offer a better adjustment of the simulation with the recorded temperatures.Table 3
Film coefficients used in the calculations.
Flux(W/(m2·K))
Horizontal
Vertical
Upward
Downward
Out
In
Out
In
Out
In
4
35
4
35
4
35


## 2.5. Validation and Verification (V & V) for Applying in Heritage

The work presented in this paper is based on a specimen carried out in the laboratory with a homogeneous stone material (Figures1 and 2). It is a chipboard box, totally thermally insulated, except on one of its faces where the solid light concrete block is located. A heat source that generates a thermal gradient is placed in the inner space. Up to 11 temperature sensors are placed in the specimen. It is a low-cost system that allows checking temperatures and storing the data for later analysis.Once the specimen is set up, the heat source is switched on, in this case, a bulb of 60 W. From that moment, all data generated by the thermal sensors is recorded on an SD card. The test lasted several days, generating a high number of temperature records every five minutes, day and night. Outside temperature has been fluctuating, although the values have been maintained around 15°C inside the laboratory because it was winter. The inside temperature of the housing has also been kept constant with a temperature 30°C above the outside. The T11 thermometer has controlled the bulb’s on/off switching. When the temperature difference is not equal to 30°C compared to outside, with a small margin of ±0.5°C, an order is sent to turn the heat source on or off.In addition, during the experiment, different thermographic pictures were also captured. The temperature of all faces has been recorded from different points of view. This allows comparing temperature data and verifying them more accurately.A three-dimensional model of the experiment with finite elements was developed to simulate the specimen after obtaining sufficient laboratory data. Data from sensors and thermography has been used to calibrate this 3D theoretical model with finite elements.The comparison of the data obtained by the three techniques allows validating and verifying (V & V) the theoretical model. Once the finite element model has been validated, it is possible to extrapolate thermal analysis to buildings façades in heritage. An exhaustive check of the temperatures that are reached in different points of a façade can be realized. Extrapolations or modifications in the boundary conditions can be made to know how the material would behave in those suppositions.After getting the data using the three techniques for the healthy block, three types of damage usual in heritage are applied to the block and the experimental data with sensors and thermal camera are taken again. The variation of these results with respect to the theoretical ones allows detecting the damage. Three types of usual damage on historic buildings façades have been induced in the solid light concrete block.Damage 1 represents a continuous crack with 0.5 cm of thickness and 5 cm of height and its depth covers the entire thickness of the block (25 cm). Damage 2 involves a mass loss of the material 5 cm in diameter and 10 cm deep from the inner face. Outside of the solid light concrete block nothing is seen with the naked eye. Damage 3 represents a flake, that is, a piece of the block with dimensions of 7.5 × 15 cm2 which has been detached.Figure4 shows the solid light concrete block, with its relative position in the box and with the location of the three damage types.Figure 4
Types of deterioration in the solid light concrete block.


## 3. Results and Discussion

### 3.1. Data Obtained by Temperature Sensors

As explained in the previous section, the micro-SD memory card recorded from the beginning the temperature and the following information: its sensor number, its serial number, the date, time, and whether the heat source is on or off. Table4 only shows one example, because a large number of data have been stored for days. In the example in Table 4 the T11 thermometer is off.Table 4
Example of data recorded by temperature sensors.
Sensor#
Data
Hour
Temperature(°C)
T01
2017-03-21
11:27:29
16.875
T02
2017-03-21
11:27:29
17.938
T03
2017-03-21
11:27:29
18.375
T04
2017-03-21
11:27:29
18.375
T05
2017-03-21
11:27:29
22.266
T06
2017-03-21
11:27:29
26.313
T07
2017-03-21
11:27:29
34.727
T08
2017-03-21
11:27:29
45.063
T09
2017-03-21
11:27:29
45.122
T10
2017-03-21
11:27:29
45.688
T11
2017-03-21
11:27:29
43.188In Figure5, the data recorded by the temperature probes in Table 4 are shown.Figure 5
Temperature through the solid light concrete block.


### 3.2. Results of Infrared Thermography

In Figure6, three different points of view have been represented to show the temperatures reached on all the specimen faces. The inside temperature is kept constant at 30°C above the outside temperature.Figure 6
Thermographic pictures from different points of view of the specimen.Figure7 shows a picture of the specimen and its corresponding thermographic one. The temperature of the central point of the homogeneous material is also shown in this figure. The colour scale allows knowing in a visual way what the temperature degradation of different points of the specimen is.Figure 7
Standard picture and thermography one of the specimen.The methodology carried out in this research is intended to be used in historic buildings. Infrared thermography has been widely used in historic buildings (Figure8); in this case, it shows the Seminary-School of Corpus Christi of Valencia (Spain), which was built between 1580 and 1610. The façades of this building are composed of a limestone base.Figure 8
Infrared thermography applied to a historic building.The corners are also reinforced with this type of stone. The main part of the wall is composed of a rammed earth wall. The top of the corner is built with brick. It corresponds with the bell tower. This nondestructive technique is very useful in this type of buildings in heritage. It allows knowing the temperature of inaccessible points with a conventional thermometer and acquiring data from multiple points and detecting injuries and/or humidity.


### 3.3. Theoretical Results Using the Finite Element Model

The model is calculated when the specimen geometry is entered into the calculation software, the corresponding finite elements are generated, and the relevant boundary conditions are applied. In Figures3, 9, and 10, we observe the results of the calculation. Before drawing conclusions from the results obtained with the finite element software, the validation work is necessary. Table 5 shows the temperature variation in percentage. The lower value obtained validated these results. Once the model is validated, a large amount of information can be extracted, and extrapolations can be made, modifying some of the parameters involved.Table 5
Analytical comparison of temperatures obtained on the exterior face of the solid light concrete block, by finite elements and thermography.
Point
Finite elements (°C)
Thermography(°C)
Variation(%)
P1
17.7298
17.8
+0.40%
P2
17.6851
17.9
+1.22%
P3
17.4555
17.5
+0.25%
P4
17.1746
17.2
+0.15%Figure 9
Temperatures comparison on the exterior surface of the solid light concrete block, by finite elements (a) and thermography (b).
(a)
(b)Figure 10
Temperature in the section of the solid light concrete block.Figure9 shows the external face of the solid light concrete block. This is a front view. The finite element software allows knowing the temperature in any node of the mesh. The figure shows, as examples, some of the most relevant points: the midpoint, the upper right corner, and two intermediate points. The temperature of the corner (P4) is lower than the midpoint (P1) because it is further away from the heat source.Table5 compares the temperatures of the exterior surface of the block obtained by the finite element model and thermography. This table does not show the temperature of the only sensor on this surface, which is 17.938°C.In Figure10, a cross-section of the solid light concrete block is shown. On the left, the outside temperature is 16.875°C. On the right, the inside temperature is 45.688°C that is almost 30°C higher than the outside temperature. The transfer of energy between each face of the solid light concrete block and air through the film coefficient is carried out with about 2°C.In Figure10, the five points corresponding to the actual position of the sensors placed in the specimen have been identified. From left to right, they correspond to sensors T04, T05, T06, T07, and T08.Table6 compares the temperatures of this section of the block obtained by the sensors and the finite element model. This table does not show the only available temperature data of the thermography, that is, 17.9°C. There is a good correspondence between the results obtained by these two techniques.Table 6
Comparison between theoretical and sensors results.
#
Finite elements (°C)
Sensors(°C)
Variation(%)
T01
16.875
16.875
0.0
T02
18.337
17.938
−2.2
T03
18.466
18.375
−0.5
T04
18.679
18.375
−1.6
T05
22.617
22.266
−1.6
T06
27.668
26.313
−4.9
T07
34.526
34.727
0.6
T08
43.227
45.063
4.2
T09
43.981
43.375
−1.4
T10
45.700
45.688
0.0
T11
—
43.188
—


### 3.4. Heritage Pathology Detection

Once the block has been damaged, the data storage is carried out again. This is in a later time, when the outside temperature is different. Due to this, it is necessary to simulate the theoretical model again with the new boundary conditions and to make new thermographic captures.Sensors give temperatures in the depth of the block while the thermography takes its superficial data. Both aspects should be studied by comparing them with the theoretical data. Table7 shows the results of the sensors and in Table 8 the results of the thermography are shown.Table 7
Comparison between theoretical and sensors results in damaged block.
Sensor#
Healthy block finite elements (°C)
Damaged block sensors temperature (°C)
Variation(%)
T01
17.500
17.500
+0.0
T02
18.597
19.313
+3.9
T03
19.259
20.125
+4.5
T04
19.433
20.188
+3.9
T05
23.696
27.719
+17.0
T06
29.370
33.438
+13.9
T07
36.124
42.141
+16.7
T08
45.368
49.625
+9.4
T09
46.912
50.375
+7.4
T10
47.500
50.000
+5.3
T11
—
47.313
—Table 8
Comparison of the theoretical temperatures and thermographies.
Damagetype
Healthy block finite elements(°C)
Damaged block thermography(°C)
Variation(%)
1
18.3286
21.9
+19.5
2
18.6333
20.4
+9.5
3
18.1529
19.5
+7.4When the solid light concrete block is damaged, the inner temperature goes outwards more easily creating a thermal bridge. This is the main conclusion drawn from Table7. The thermometers at the edge of the block (T4 and T8) reach a small temperature variation at shallow depth. However, the thermometers in the middle of the block (T5, T6, and T7) recorded a very significant temperature increase, about 17%. When the actual data are significantly different from the theoretical ones it is demonstrated that the areas with pathology are identified.Figure11 shows the thermographic pictures with the three damaged zones (a, b, and c) in solid light concrete block. It indicates the temperature in each zone where they are located.Figure 11
Thermography of the solid light concrete block with damage: (a) type 1, (b) type 2, and (c) type 3.Table8 compares the temperatures of the theoretical healthy case (finite elements) with the thermography ones for the case of the solid light concrete block with damage. The temperatures obtained at these damaged points are significantly higher. A 19.5% of variation is observed in the case of a crack that crosses the entire thickness of the façade (type 1). However, the mass loss in the middle part of the block (type 2) or a detachment (type 3) increases the temperature less than 10%. This shows that pathologies are detected using this methodology and defects that cross the entire thickness of the wall are more significant in terms of their thermal behaviour.


## 3.1. Data Obtained by Temperature Sensors

As explained in the previous section, the micro-SD memory card recorded from the beginning the temperature and the following information: its sensor number, its serial number, the date, time, and whether the heat source is on or off. Table4 only shows one example, because a large number of data have been stored for days. In the example in Table 4 the T11 thermometer is off.Table 4
Example of data recorded by temperature sensors.
Sensor#
Data
Hour
Temperature(°C)
T01
2017-03-21
11:27:29
16.875
T02
2017-03-21
11:27:29
17.938
T03
2017-03-21
11:27:29
18.375
T04
2017-03-21
11:27:29
18.375
T05
2017-03-21
11:27:29
22.266
T06
2017-03-21
11:27:29
26.313
T07
2017-03-21
11:27:29
34.727
T08
2017-03-21
11:27:29
45.063
T09
2017-03-21
11:27:29
45.122
T10
2017-03-21
11:27:29
45.688
T11
2017-03-21
11:27:29
43.188In Figure5, the data recorded by the temperature probes in Table 4 are shown.Figure 5
Temperature through the solid light concrete block.


## 3.2. Results of Infrared Thermography

In Figure6, three different points of view have been represented to show the temperatures reached on all the specimen faces. The inside temperature is kept constant at 30°C above the outside temperature.Figure 6
Thermographic pictures from different points of view of the specimen.Figure7 shows a picture of the specimen and its corresponding thermographic one. The temperature of the central point of the homogeneous material is also shown in this figure. The colour scale allows knowing in a visual way what the temperature degradation of different points of the specimen is.Figure 7
Standard picture and thermography one of the specimen.The methodology carried out in this research is intended to be used in historic buildings. Infrared thermography has been widely used in historic buildings (Figure8); in this case, it shows the Seminary-School of Corpus Christi of Valencia (Spain), which was built between 1580 and 1610. The façades of this building are composed of a limestone base.Figure 8
Infrared thermography applied to a historic building.The corners are also reinforced with this type of stone. The main part of the wall is composed of a rammed earth wall. The top of the corner is built with brick. It corresponds with the bell tower. This nondestructive technique is very useful in this type of buildings in heritage. It allows knowing the temperature of inaccessible points with a conventional thermometer and acquiring data from multiple points and detecting injuries and/or humidity.


## 3.3. Theoretical Results Using the Finite Element Model

The model is calculated when the specimen geometry is entered into the calculation software, the corresponding finite elements are generated, and the relevant boundary conditions are applied. In Figures3, 9, and 10, we observe the results of the calculation. Before drawing conclusions from the results obtained with the finite element software, the validation work is necessary. Table 5 shows the temperature variation in percentage. The lower value obtained validated these results. Once the model is validated, a large amount of information can be extracted, and extrapolations can be made, modifying some of the parameters involved.Table 5
Analytical comparison of temperatures obtained on the exterior face of the solid light concrete block, by finite elements and thermography.
Point
Finite elements (°C)
Thermography(°C)
Variation(%)
P1
17.7298
17.8
+0.40%
P2
17.6851
17.9
+1.22%
P3
17.4555
17.5
+0.25%
P4
17.1746
17.2
+0.15%Figure 9
Temperatures comparison on the exterior surface of the solid light concrete block, by finite elements (a) and thermography (b).
(a)
(b)Figure 10
Temperature in the section of the solid light concrete block.Figure9 shows the external face of the solid light concrete block. This is a front view. The finite element software allows knowing the temperature in any node of the mesh. The figure shows, as examples, some of the most relevant points: the midpoint, the upper right corner, and two intermediate points. The temperature of the corner (P4) is lower than the midpoint (P1) because it is further away from the heat source.Table5 compares the temperatures of the exterior surface of the block obtained by the finite element model and thermography. This table does not show the temperature of the only sensor on this surface, which is 17.938°C.In Figure10, a cross-section of the solid light concrete block is shown. On the left, the outside temperature is 16.875°C. On the right, the inside temperature is 45.688°C that is almost 30°C higher than the outside temperature. The transfer of energy between each face of the solid light concrete block and air through the film coefficient is carried out with about 2°C.In Figure10, the five points corresponding to the actual position of the sensors placed in the specimen have been identified. From left to right, they correspond to sensors T04, T05, T06, T07, and T08.Table6 compares the temperatures of this section of the block obtained by the sensors and the finite element model. This table does not show the only available temperature data of the thermography, that is, 17.9°C. There is a good correspondence between the results obtained by these two techniques.Table 6
Comparison between theoretical and sensors results.
#
Finite elements (°C)
Sensors(°C)
Variation(%)
T01
16.875
16.875
0.0
T02
18.337
17.938
−2.2
T03
18.466
18.375
−0.5
T04
18.679
18.375
−1.6
T05
22.617
22.266
−1.6
T06
27.668
26.313
−4.9
T07
34.526
34.727
0.6
T08
43.227
45.063
4.2
T09
43.981
43.375
−1.4
T10
45.700
45.688
0.0
T11
—
43.188
—


## 3.4. Heritage Pathology Detection

Once the block has been damaged, the data storage is carried out again. This is in a later time, when the outside temperature is different. Due to this, it is necessary to simulate the theoretical model again with the new boundary conditions and to make new thermographic captures.Sensors give temperatures in the depth of the block while the thermography takes its superficial data. Both aspects should be studied by comparing them with the theoretical data. Table7 shows the results of the sensors and in Table 8 the results of the thermography are shown.Table 7
Comparison between theoretical and sensors results in damaged block.
Sensor#
Healthy block finite elements (°C)
Damaged block sensors temperature (°C)
Variation(%)
T01
17.500
17.500
+0.0
T02
18.597
19.313
+3.9
T03
19.259
20.125
+4.5
T04
19.433
20.188
+3.9
T05
23.696
27.719
+17.0
T06
29.370
33.438
+13.9
T07
36.124
42.141
+16.7
T08
45.368
49.625
+9.4
T09
46.912
50.375
+7.4
T10
47.500
50.000
+5.3
T11
—
47.313
—Table 8
Comparison of the theoretical temperatures and thermographies.
Damagetype
Healthy block finite elements(°C)
Damaged block thermography(°C)
Variation(%)
1
18.3286
21.9
+19.5
2
18.6333
20.4
+9.5
3
18.1529
19.5
+7.4When the solid light concrete block is damaged, the inner temperature goes outwards more easily creating a thermal bridge. This is the main conclusion drawn from Table7. The thermometers at the edge of the block (T4 and T8) reach a small temperature variation at shallow depth. However, the thermometers in the middle of the block (T5, T6, and T7) recorded a very significant temperature increase, about 17%. When the actual data are significantly different from the theoretical ones it is demonstrated that the areas with pathology are identified.Figure11 shows the thermographic pictures with the three damaged zones (a, b, and c) in solid light concrete block. It indicates the temperature in each zone where they are located.Figure 11
Thermography of the solid light concrete block with damage: (a) type 1, (b) type 2, and (c) type 3.Table8 compares the temperatures of the theoretical healthy case (finite elements) with the thermography ones for the case of the solid light concrete block with damage. The temperatures obtained at these damaged points are significantly higher. A 19.5% of variation is observed in the case of a crack that crosses the entire thickness of the façade (type 1). However, the mass loss in the middle part of the block (type 2) or a detachment (type 3) increases the temperature less than 10%. This shows that pathologies are detected using this methodology and defects that cross the entire thickness of the wall are more significant in terms of their thermal behaviour.


## 4. Conclusions

Thermal behaviour of building façades and heat losses through them must be known. The study of the influence of these energy flows, along with other environmental and climatological factors in the deterioration of the façades, is important. This is crucial in heritage, where buildings have suffered for centuries the inclement weather and their façades have lasted as long as possible. Most of these historic buildings are composed of façades of a homogeneous material, usually stone, but they can also be made of rammed earth or brick.With the aim of applying this methodology in façades of historic buildings, the following conclusions can be highlighted:(a)
Thanks to this methodology, it is possible to understand more complex physical phenomena by considering the three dimensions, such as the nonlinearity of the thermal gradient of some areas. When performing the 3D study instead of the 2D one, the real boundary conditions are analysed and all aspects involved in the thermal behaviour at each point are considered.(b)
This methodology allows detecting damage in buildings. This damage is localized when a considerable variation appears between the theoretical results (finite elements) and the experimental ones (thermal sensor and thermal camera) in some area of the façade. Damage is located generally with a thermal bridge, that is, an area with higher temperatures than expected, because when there is some damage the section is depleted and the heat goes out to the outside more easily by this zone.(c)
Accuracy of film coefficient values is essential for obtaining results in line with reality in thermal simulation programs. Infrared thermography is a very useful tool to calibrate the different film coefficient values in a building, and from these, the simulation can be done and results and conclusions of all its points can be extracted.(d)
This research has shown that it is possible and very useful to design the Arduino-based software and hardware necessary to place 11 or even more temperature probes on the same board. In addition, it is possible to store this information during the days or weeks for which the specimen has lasted. This is a very powerful and economical tool for preventive conservation.(e)
Thermal insulation produces a more pronounced thermal gradient due to its thermal conductivity. Meanwhile, the gradient widens in the thickness of the solid light concrete block.(f)
The software allows showing the temperature flows through the different materials. In this way, to find out in which areas the largest flows have originated is possible and, therefore, the greatest energy losses are known. This is vitally important for the objective pursued in this research. Specifically, the greatest energy losses have occurred at the corners of the interior space where the heat source is located.



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*Source: 3280691-2017-07-27.xml*