# Transmission of Impact Vibration on Concrete and Mortar Sheets

Authors: Carlos Morón; Alfonso García; Daniel Ferrández; Víctor Blanco
Journal: Shock and Vibration
 (2015)

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## Abstract

The present work exposes an alternative system for detecting vibrations generated by impact on concrete and mortar sheets. In order to carry out the tests it is necessary to implement a system of measurement different than the one proposed by the current UNE EN 140-7. This system consists of an amplifier and a striking device that is also able to measure the deformation of the material once the impact has been produced. This system is able to detect variations in transmission of vibration at the same frequency between the various building materials employed, after establishing a relationship between the theoretical predictions and the experimental results. Thus, this system could be used as a vibration detection system and as an alternative method of standardization of materials against their acoustic characteristics.


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## Body

## 1. Introduction

Currently, there are many tests to better understand the importance of the vibration transmission in materials and its applications in the building field. The current legislation at national level is contained in the Technical Building Code (CTE DB-HR) [1] and in the present Instruction for Structural Concrete (EHE-08) [2] and at international level through ISO standards, where the importance of acoustically characterizing materials against their impact noise reduction is stated as improvement of quality and comfort of the rooms built.Some studies focus on the vibrations caused by people, when they perform dynamic actions on the building floor area [3]. These vibrations may significantly affect the service behavior but rarely the fatigue behavior and the safety of the structure. Beyond the noise produced, these actions generate frequencies that can be detected and measured by means of the necessary instrumentation and differ depending on the use that has the built-up area that is to be measured. Another source of vibrations, which also becomes very important in building, is the facilities that generate annoying noises and is detectable by transmission through the structure even several meters away from the emitting center. The isolation of these vibrations and the study of materials that allow a greater acoustic absorption have already been studied by other researchers and it is still improving today.Among the works that include the use of vibration to determine certain physical parameters of the materials, there are different tests dependent on the material and the measurable characteristics. Some authors produced small mechanical disturbances in the test tubes and the reported results correlated with the help of appropriate software with other standardized techniques such as using ultrasound or conventional bending tests, subsequently making the analysis of harmonics given by the Fast Fourier Transform to determine the dynamic Young modulus of the material [4, 5]. At other times, the work is done with materials reinforced with some type of fibers or additives, and a research is carried out on the improvement obtained due to the addition of that material both structurally and acoustically; these tests generally measure the relationship between flexural toughness and impact-induced energy [6]. Also, in the case of concrete and mortar, a comparison was made between the different fundamental resonant frequencies of the materials transversely vibrated without any restriction [7, 8]. The purpose of this comparison was to study the influence on the durability of them after undergoing several freeze-thaw cycles [9].When working with building structures the process changes, since the dimensions are greater. Furthermore, it is important to distinguish between different existing joints in the structures because a rigid embedment would act as a single piece against the transmission of the vibration, whereas a support would remain the union between pieces unbonded, without stiff junction, attenuating the noise impact [10]. When studying the behavior of floor-framing against impact noise, excitations similar to those in the footsteps are analyzed, and to do this a known mass is rhythmically dropped from a predetermined height. Whatever the force of the impact transmitted to the floor-framing will produce deformation of the material in the area occupied by the body, sliding it from its equilibrium position until the elastic forces of the floor-framing return to its initial position. This originates a vibration wave, which propagates with longitudinal speed that depends on the nature of the material composing the floor-framing (the density of the material and the dynamic elastic modulus), where generally, for the same density, the higher the elastic modulus the higher the transmission speed, and this vibration is in charge of generating the airborne noise to be controlled [11]. Most of the tests carried out in this area have been assigned to the study of the floating slab as the most appropriate constructive solution to reduce the noise impact, characterizing the different materials that can be used as a separator sheet between the rigid surface and the floor-framing’s structure.Other investigations focus on the development or improvement of the measurement and detection of vibrations devices. In these cases, the materials are not as important as the sensitivity of the devices and the measurement procedures [12]. Some tests are based on the physical concept of mechanical resonance and attempt to measure the resonance frequencies of the different materials. However, others are responsible for the development of sensors capable of detecting the impact produced on a certain area measuring a physical parameter which might be capacity, speed, or pressure [13–21].The aim of this paper is to develop an alternative system of measurement that can detect vibrations produced on the surface of two different materials (concrete and mortar), analyzing the differences in sensor response for each of the plates and verifying the validity of the system implemented as an alternate measurement method for detecting vibrations in building structures.


## 2. Methodology

### 2.1. Materials That Have Been Used

Two tiles were made for this study, one of concrete and another one of mortar, without any type of frame to increase its resistance to bending. Since the measuring device is responsible for detecting transverse vibration produced after the impact, it is important that the tile resembles as much as possible the vibration model of a stretched membrane. Therefore, it is essential that the tiles produced work on both main directions and may be considered to be plates instead of sheets. For this purpose, the idea that the thickness must be less than a quarter of the length of the tile, as required by the current EHE-08, was used as a premise.The dimensions of the tiles were 50 × 50 × 4 cm, and the dosage by weight used was 1 : 3 : 0.5 (cement/sand/water) in the case of the mortar and 1 : 2 : 3 : 0.5 (cement/sand/gravel/water) in the case of the concrete. It was attempted to obtain a soft consistency controlling the amount of water introduced; with this, once the hardening begins, it evaporates leaving recesses inside which may distort the test results. To prevent this trapped air, the concrete and the mortar were conveniently vibrated to overcome the cohesive forces of the material and to allow the adaptation to the mold, equally distributing the mixture and avoiding significant differences in the composition of the tile.


### 2.2. The Striking Device

The striking device listed on the UNE EN 140-7 for testing against impact noise provides that it must have five hammers lined with insulating feet vibration, separated from each other a distance of approximately 10 cm and each of them periodically hits with a metal mass of 500 g and a ball nose end with a radius of 50 mm from a height of 40 mm (Figure1(a)). In this work, a wooden frame was used as an alternative whose bases are insulated against vibrations with an electromagnetic vibrator hanging, covered by a steel casing containing a field winding where the armature moves linearly as they vary the frequency of the alternating voltage to which it is connected (Figure 1(b)).Figure 1
(a) Striking device listed on the UNE EN 140-7. (b) Alternative striking device.
(a)
(b)


### 2.3. Design of the Measuring Equipment

The measuring equipment consists of several parts. Firstly, a power amplifier was designed, since the electrical signal from the function generator was not stable enough to be sent directly to the vibrator that strikes the plate. The system devised is capable of amplifying signals of frequency below 15 kHz and the amplifier consists of a first stage that allows us to add a continuous and controlled potential to the signal. On the other hand, the general characteristics of the amplifier are as follows: voltage gain factor is 10, the maximum output current is 1 A, the maximum output voltage is 30 V, short-circuit protection and amplification without appreciable distortion are from 0 Hz to 10 kHz. The generator and the amplifier apply signals of frequency very stable and variable, which can be regulated at all times. See the electrical diagram of the amplifier in Figure2.Figure 2
Electrical diagram of the power amplifier.Moreover, a sensor was designed that was capable of measuring the transverse deformation produced when the tile is struck on its upper face, knowing the striking energy, selected with the help of the vibrator. The sensor consists of a condenser that is part of a digital self-oscillating circuit. The output of this circuit is connected to an FM Demodulator tuned to a frequency which is the base frequency of the self-oscillating circuit. The diagram of the sensor is shown in Figure3.Figure 3
Diagram of the sensor.As the capacity of the condenser depends only on its geometry and the matter permittivity between plates, if the area between its plates and the dielectric is kept constant, then its capacity will only vary depending on the separation between the plates. One of the plates of the transducer is fixed in the middle of the plate material (as can be seen in Figure4), while the other one is fixed on the flat reference surface, so that when the impact occurs, the transverse deformation produced by the vibration varies the capacity of the condenser, whose signal is recorded.Figure 4
Diagram of the measuring equipment.The self-oscillating circuit is constructed such that its natural oscillation frequency is sufficiently high, in this case 3.3 MHz. On the other hand, the size of the plates must always be less than or equal to half of a wavelength so that the sensor sensitivity corresponds to the measures taken; therefore, knowing the propagation speed of the transverse wave in the medium can set the dimensions of the condenser plates. To calculate the propagation velocities the following formulas were used for concrete (i) and mortar (ii):(1)iVt=Ed·gγH·12·1+ν=2450m/siiVt=E2γM·1+ν=1225m/s,where Ed is the dynamic modulus of elasticity of concrete (3,23 × 109 kg/m2), E is the elastic modulus of mortar (9 × 106 MPa), γH is the concrete density (2200 kg/m3), γM is the mortar density (2500 kg/m3), g is acceleration of gravity (9.8 m/s2), and ν is the Poisson coefficient (0.2). Taking into account that condenser plates are 6 cm per side, the length of the transverse wave should be at most 12 cm. Thus, we obtain a frequency (f) for concrete (i) and mortar (ii) as follows:(2)iv=λ·f⟹2450=0.12·f⟹f=20417Hziiv=λ·f⟹1225=0.12·f⟹f=10208Hz.That is within the range of our oscillating circuit.Finally, the variation in the capacity of the transducer reproduces the concrete or mortar sheet deformation, and this leads to the output of the self-oscillating circuit a frequency modulated signal. The frequency modulation is due to transverse vibration, so adding the demodulator circuit, a signal proportional to the transverse deformation of the mortar or concrete sheet is obtained at the output of the circuit at each time point. This signal was collected with the help of an oscilloscope (Figure4).


## 2.1. Materials That Have Been Used

Two tiles were made for this study, one of concrete and another one of mortar, without any type of frame to increase its resistance to bending. Since the measuring device is responsible for detecting transverse vibration produced after the impact, it is important that the tile resembles as much as possible the vibration model of a stretched membrane. Therefore, it is essential that the tiles produced work on both main directions and may be considered to be plates instead of sheets. For this purpose, the idea that the thickness must be less than a quarter of the length of the tile, as required by the current EHE-08, was used as a premise.The dimensions of the tiles were 50 × 50 × 4 cm, and the dosage by weight used was 1 : 3 : 0.5 (cement/sand/water) in the case of the mortar and 1 : 2 : 3 : 0.5 (cement/sand/gravel/water) in the case of the concrete. It was attempted to obtain a soft consistency controlling the amount of water introduced; with this, once the hardening begins, it evaporates leaving recesses inside which may distort the test results. To prevent this trapped air, the concrete and the mortar were conveniently vibrated to overcome the cohesive forces of the material and to allow the adaptation to the mold, equally distributing the mixture and avoiding significant differences in the composition of the tile.


## 2.2. The Striking Device

The striking device listed on the UNE EN 140-7 for testing against impact noise provides that it must have five hammers lined with insulating feet vibration, separated from each other a distance of approximately 10 cm and each of them periodically hits with a metal mass of 500 g and a ball nose end with a radius of 50 mm from a height of 40 mm (Figure1(a)). In this work, a wooden frame was used as an alternative whose bases are insulated against vibrations with an electromagnetic vibrator hanging, covered by a steel casing containing a field winding where the armature moves linearly as they vary the frequency of the alternating voltage to which it is connected (Figure 1(b)).Figure 1
(a) Striking device listed on the UNE EN 140-7. (b) Alternative striking device.
(a)
(b)


## 2.3. Design of the Measuring Equipment

The measuring equipment consists of several parts. Firstly, a power amplifier was designed, since the electrical signal from the function generator was not stable enough to be sent directly to the vibrator that strikes the plate. The system devised is capable of amplifying signals of frequency below 15 kHz and the amplifier consists of a first stage that allows us to add a continuous and controlled potential to the signal. On the other hand, the general characteristics of the amplifier are as follows: voltage gain factor is 10, the maximum output current is 1 A, the maximum output voltage is 30 V, short-circuit protection and amplification without appreciable distortion are from 0 Hz to 10 kHz. The generator and the amplifier apply signals of frequency very stable and variable, which can be regulated at all times. See the electrical diagram of the amplifier in Figure2.Figure 2
Electrical diagram of the power amplifier.Moreover, a sensor was designed that was capable of measuring the transverse deformation produced when the tile is struck on its upper face, knowing the striking energy, selected with the help of the vibrator. The sensor consists of a condenser that is part of a digital self-oscillating circuit. The output of this circuit is connected to an FM Demodulator tuned to a frequency which is the base frequency of the self-oscillating circuit. The diagram of the sensor is shown in Figure3.Figure 3
Diagram of the sensor.As the capacity of the condenser depends only on its geometry and the matter permittivity between plates, if the area between its plates and the dielectric is kept constant, then its capacity will only vary depending on the separation between the plates. One of the plates of the transducer is fixed in the middle of the plate material (as can be seen in Figure4), while the other one is fixed on the flat reference surface, so that when the impact occurs, the transverse deformation produced by the vibration varies the capacity of the condenser, whose signal is recorded.Figure 4
Diagram of the measuring equipment.The self-oscillating circuit is constructed such that its natural oscillation frequency is sufficiently high, in this case 3.3 MHz. On the other hand, the size of the plates must always be less than or equal to half of a wavelength so that the sensor sensitivity corresponds to the measures taken; therefore, knowing the propagation speed of the transverse wave in the medium can set the dimensions of the condenser plates. To calculate the propagation velocities the following formulas were used for concrete (i) and mortar (ii):(1)iVt=Ed·gγH·12·1+ν=2450m/siiVt=E2γM·1+ν=1225m/s,where Ed is the dynamic modulus of elasticity of concrete (3,23 × 109 kg/m2), E is the elastic modulus of mortar (9 × 106 MPa), γH is the concrete density (2200 kg/m3), γM is the mortar density (2500 kg/m3), g is acceleration of gravity (9.8 m/s2), and ν is the Poisson coefficient (0.2). Taking into account that condenser plates are 6 cm per side, the length of the transverse wave should be at most 12 cm. Thus, we obtain a frequency (f) for concrete (i) and mortar (ii) as follows:(2)iv=λ·f⟹2450=0.12·f⟹f=20417Hziiv=λ·f⟹1225=0.12·f⟹f=10208Hz.That is within the range of our oscillating circuit.Finally, the variation in the capacity of the transducer reproduces the concrete or mortar sheet deformation, and this leads to the output of the self-oscillating circuit a frequency modulated signal. The frequency modulation is due to transverse vibration, so adding the demodulator circuit, a signal proportional to the transverse deformation of the mortar or concrete sheet is obtained at the output of the circuit at each time point. This signal was collected with the help of an oscilloscope (Figure4).


## 3. Results and Discussion

Figure5 shows the excitation signal with a frequency of 10000 Hz. With this, we have obtained the sensor response and its analysis of harmonic numbers for concrete (Figure 6) and mortar (Figure 7) tiles. As can be seen, the sensor response and the harmonic analysis for a prefixed frequency of work show differences between the tiles of concrete and mortar. The data that were used for the analysis harmonics were treated using a software programmed capable of calculating the discrete Fourier transform, thereby obtaining a representation in the frequency domain, with the original function being a function in the time domain.Figure 5
Excitation signal with a frequency of 10000 Hz.Figure 6
Response concrete tile. (a) Response of the oscillator. (b) Analysis gives harmonics of the sensor response.
(a)
(b)Figure 7
Response mortar tile. (a) Response of the oscillator. (b) Analysis gives harmonics of the sensor response.
(a)
(b)As can be appreciated in the graphics, the sensitivity of the sensor is able to differentiate the modes of transmission of the impact between the different materials, being higher in the case of concrete than in the case of mortar, which is consistent with the previous theoretical calculations.


## 4. Conclusions

From the data obtained it can be stated that we have developed, on the one hand, a system that is able to produce measurable and controllable vibrations and, on the other hand, a transducer that is able to appreciate the frequency variations caused by the striking device, giving a signal in response which is easily analyzable.Studying the harmonic content of the sensor response in the cases of concrete and mortar clearly differentiated results has been obtained. The frequency of response has been higher in the case of concrete. This is consistent with the theoretical results obtained in (2) and therefore verifies the validity of the equipment. The developed system can be improved to achieve higher sensitivity and sharper responses. Thus, through a more thorough process, the system could be used as standard method for the study of vibrations and acoustic insulation against impact noise.



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*Source: 184648-2015-06-25.xml*