# Development of a Landing Mechanism for Asteroids with Soft Surface

Authors: Zhijun Zhao; Jingdong Zhao; Hong Liu
Journal: International Journal of Aerospace Engineering
 (2013)

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## Abstract

A landing mechanism to an asteroid with soft surface is developed. It consists of three landing feet, landing legs, cardan element, damping element, equipment base, anchoring system, and so on. Static structural analysis and modal analysis are carried out to check the strength and natural frequency of the landing mechanism with FEA. Testing platform for the anchoring system is introduced, and then the penetrating and anchoring tests of the anchoring system are carried out in different media. It shows that cohesion of the media has large influence on the penetrating and anchoring performance of the anchoring system. Landing tests of the landing mechanism with different velocities under simulated microgravity environment are carried out on the air-floating platform, and the impact accelerations are measured by the sensors on the landing mechanism. At the same time, these impact accelerations are processed by spectrum analysis to find the natural frequency of the landing mechanism.


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## Body

## 1. Introduction

Asteroids originate from the early formation of the solar system and are distributed almost everywhere of the universe. They are similar to the comets in size, mass, orbital character, formation time, and so forth. Some asteroids are rich in minerals and raw materials of the solar system’s initial formation, so they have very important scientific and economic values [1, 2]. Currently, landing on the small bodies, including asteroids and comets, is a hot spot to explore. So far, Japan has already landed and sampled successfully from an asteroid [3]. Besides, NASA has devoted lots of energy in small body landing explorations, such as NEAR spacecraft [4, 5]. At the same time, ESA has launched the Rosetta lander to explore a comet by landing on it [6]. Asteroids and comets are similar in some physical properties constraining the design of the lander as mentioned above; thus some design experiences of the comet lander are significant in guiding the design of the asteroid lander. Therefore, Rosetta lander is presented even though it is a comet lander.There are many approaches to explore the asteroids, such as observing on the ground, detecting by the orbital spacecraft [7], sampling return [8, 9], and exploring by landing on them [6, 10]. Among them, landing exploration is an efficient way to explore the asteroid. The Moon and Mars have been explored successfully by landing on them. The merits of the landing exploration are as follows: (1) landing exploration could analyze the asteroid’s media in situ; (2) landing exploration can get comprehensive data of the asteroid, and these data are very useful to future asteroid explorations, such as changing the orbits of the asteroids to avoid them striking the earth [11] or guiding the asteroid rich in mineral, valuable metal, water, and so forth [12] to land on the earth to solve the energy shortage problem and at the same time to gain great economic value. Moreover, we can select an asteroid to be the base to explore the solar system [11] and so on.Thus, it is necessary to develop the landing mechanism for landing on the asteroid. Up to now, landing mechanisms have been applied to Moon lander, Mars lander, and comet lander. NASA has developed lots of landing mechanisms with three or four legs for landing on the Moon and Mars, and their legs are foldable or not. Most of them are cushioned by honeycomb aluminum [13, 14]. DLR and MPS also have developed the comet landing mechanism for ESA [15]. It has three legs, cushioned by electromagnetic damping, and it can adjust the attitude of the equipment base. The most special characteristic of the Rosetta landing mechanism is that it has an anchoring mechanism to avoid the lander flowing away from the comet surface. As asteroid landing mechanism is very significant for landing on the asteroid, Asteroid Landing and In Situ Exploring (ALISE) landing mechanism to asteroid with soft surface is developed.In the paper, landing environment of the asteroid is analyzed firstly. Then, ALISE landing mechanism is designed to suit the landing environment of the asteroid. Thirdly, finite element analysis (FEA) is used to estimate the strength and modal frequency of the landing mechanism. Fourthly, experiments to test the performance of the landing mechanism are carried out. Experiments include penetrating/anchoring tests of the anchoring system and landing tests under simulated microgravity environment generated by air-floating platform. By the way, validity of the FEA is testified by spectrum analysis of the acceleration signals on the landing mechanism when landing.


## 2. Structural Design of the ALISE Landing Mechanism

### 2.1. Landing Environment of the Asteroid

Landing environment is a key factor that must be considered in design of the landing mechanism. Asteroid’s landing environment is different from that of the Moon and Mars but similar in some respect to that of the comet, and they are summarized in Table1. However, surface strength of the asteroid and comet is not justified scientifically; thus there is no comparison of them in Table 1. It can be found that the gravity of the asteroid is small, rotation period is short, the surface is rough, and so on. These characteristics constrain the structural configuration of the asteroid landing mechanism and induce that it is different from that of the Moon and Mars. Some constraints in design of the asteroid landing mechanism are as follows. (1) Landing mechanism is easy to rebound and drift away because of the microgravity and large centrifugal force of the asteroid. (2) Landing mechanism will be inclined to overturn when landing because of the rough surface of the asteroid. (3) The attitude of the equipment base in the landing mechanism should be adjustable to suit the rough surface of the asteroid. (4) Soft landing is needed to avoid crashing instruments.Table 1
Landing environments of some asteroids and comets.
Eros (asteroid) [1, 18]
Itokawa (asteroid) [19]
Lutetia (asteroid) [20]
Churyumov-Gerasimenko (comet) [21]
Wirtanen (comet) [16, 22]
Diameter
8.7–31.8 km
1070 m × 588 m × 418 m
98.3 ± 5.9 km
3.44 km
1.2 km
Gravity
0.0024–0.0059 m/s2
10−6–10−5 m/s2 (m = 3.51 × 1010 kg)
0.034 m/s2 (m = 1.22 × 1018 kg)
10−4 m/s2 (m = 8 × 1012 kg)
10−4–10−5 m/s2
Escape velocity
About 10 m/s
2.1 × 10−4 × 5.4 × 10−3 m/s
41 m/s
0.4 m/s
0.08–0.25 m/s
Rotation period
5.27 hours
12.1324 ± 0.0001 hours
8.17 ± 0.01 hours
12.4–12.7 hours
6 ± 0.3 hours
Pressure
About 0 Pa
About 0 Pa
About 0 Pa
About 0 Pa
About 0 Pa
Topography
Rough
Rough
Rough
Rough
RoughBesides, surface strength of the asteroid is largely different according to the compositive materials of them. Somewhere the strength is very high; however, somewhere the strength is very low. Thus, surface strength of the asteroid also restricts the design of the landing mechanism. In the paper, ALISE landing mechanism is designed for the asteroid with soft surface.


### 2.2. Structural Design

The ALISE landing mechanism contains a three-leg landing gear and an anchoring system, and its schematics are shown in Figure1. This design is inspired by the Rosetta lander and the ST4/Champollion lander [10, 16, 17]. The pictures of the landing mechanism are shown in Figure 2. The mechanical performance and landing performance parameters are shown in Table 2.Table 2
Mechanical and landing performance parameters.
Items
Values
Mass of landing mechanism
45 kg
Mass of payload
≤55 kg
Mass of anchoring system
1 kg
Horizontal velocity
0.5 m/s ≤Vx ≤ 0.5 m/s
Vertical velocity
V
y ≤ 1.5 m/s
Landing slope
θ ≤ 30°
Tensile strength of the media
0.5 MPa ≤τ ≤ 5 MPa
Anchoring time
≤5 s
Anchoring force
≥100 N
Penetrating velocity
20 m/s~100 m/s
Rewinding force
About 20 N
Thread length
About 2 mFigure 1
Schematic of the ALISE landing mechanism and its anchoring system.Pictures of the landing mechanism.
(a)
(b)The landing gear contains landing foot, landing leg, cardan element, damping element, equipment base, and so on. The anchoring system is used to avoid the lander flowing away under microgravity. It contains anchoring element, propulsion element, rewinding element, cushion element, and so on. The tip of the anchoring system is conical, and it could be splayed after penetrating to enhance the anchoring force.The landing legs are foldable. There are awls beneath the landing feet to stop the landing mechanism from sliding when landing. Inside the landing feet there are contact switches generating landing signals. The cardan element could absorb the horizontal impact when landing and adjust the attitude of the equipment base after landing. The damping element working in electromagnetic principle absorbs the vertical impact when landing. Its damping constant is 900 Nm/s and stroke is about 0.13 m. The propulsion element of the anchoring system pushes the anchoring element to penetrate into the surface of the asteroid in a high velocity. The anchoring element connects to the rewinding element with a thread and could splay after penetrating. At the time of the anchoring element penetration, the rewinding element would rewind the thread quickly. When the thread is tense instantaneously, the cushion element comprised mainly of a compression spring will absorb the impact to protect the rewinding motor. A retrorocket as a part of the control system is designed on the top of the equipment base. The retrorocket would be activated at the time of landing and supply a constant force lasting about 5 seconds toward the equipment base to prevent the landing mechanism from rebounding.


### 2.3. Finite Element Analysis of the Structure

#### 2.3.1. Static Structural Analysis

Finite element analysis is processed to check the structural strength of the landing mechanism when landing. The allowable overloading acceleration of the equipment base, which has a mass of 78 kg (the total mass of the landing mechanism and payload is 100 kg, and the total mass of landing gear, landing feet, and anchoring system is about 22 kg), is set to 10 g. Thus, the maximum inertial force acts on the landing mechanism when landing is about 7800 N. So the force used to analyze the structural strength is 7800 N, and the force is acting on the damping element. Besides, a planar constraint is placed on three feet. The analysis results are shown in Figure3. The struts are manufactured from profiled aluminum. Their section is square, and the thickness is about 2.2 mm. It can be found that the maximum deformation is about 0.0029 m, and the maximum equivalent stress is about 176 MPa which is less than the yield strength of the aluminum alloy 7A09 (400 MPa) to manufacture the landing mechanism. So the structural strength and deformation of the landing mechanism are reasonable.Static structural analysis of the landing mechanism by FEA.
(a)
(b)


#### 2.3.2. Modal Analysis

Modal analysis is used to understand the vibrating characters of the landing mechanism. In the paper, only the modals of the deployed states are analyzed, and these modal frequencies will be used in the experiments analyzing of landing. In modal analysis, a frictionless support constraint is placed on the landing mechanism, which simulates the constraints supporting the landing mechanism on the air-floating platform as shown in Section3.2. The modal frequencies of the deployed landing mechanism are shown in Figure 4.Figure 4
Modal analysis of the deployed landing mechanism.It can be found that mode 6, mode 7, mode 9, and mode 15 induce the vibration of landing legs along the direction of landing (Y-axis), mode 9 induces the vibration of equipment base along the direction of landing (Y-axis), and modes 8, 10, and 11 induce the oscillation of the equipment base.


## 2.1. Landing Environment of the Asteroid

Landing environment is a key factor that must be considered in design of the landing mechanism. Asteroid’s landing environment is different from that of the Moon and Mars but similar in some respect to that of the comet, and they are summarized in Table1. However, surface strength of the asteroid and comet is not justified scientifically; thus there is no comparison of them in Table 1. It can be found that the gravity of the asteroid is small, rotation period is short, the surface is rough, and so on. These characteristics constrain the structural configuration of the asteroid landing mechanism and induce that it is different from that of the Moon and Mars. Some constraints in design of the asteroid landing mechanism are as follows. (1) Landing mechanism is easy to rebound and drift away because of the microgravity and large centrifugal force of the asteroid. (2) Landing mechanism will be inclined to overturn when landing because of the rough surface of the asteroid. (3) The attitude of the equipment base in the landing mechanism should be adjustable to suit the rough surface of the asteroid. (4) Soft landing is needed to avoid crashing instruments.Table 1
Landing environments of some asteroids and comets.
Eros (asteroid) [1, 18]
Itokawa (asteroid) [19]
Lutetia (asteroid) [20]
Churyumov-Gerasimenko (comet) [21]
Wirtanen (comet) [16, 22]
Diameter
8.7–31.8 km
1070 m × 588 m × 418 m
98.3 ± 5.9 km
3.44 km
1.2 km
Gravity
0.0024–0.0059 m/s2
10−6–10−5 m/s2 (m = 3.51 × 1010 kg)
0.034 m/s2 (m = 1.22 × 1018 kg)
10−4 m/s2 (m = 8 × 1012 kg)
10−4–10−5 m/s2
Escape velocity
About 10 m/s
2.1 × 10−4 × 5.4 × 10−3 m/s
41 m/s
0.4 m/s
0.08–0.25 m/s
Rotation period
5.27 hours
12.1324 ± 0.0001 hours
8.17 ± 0.01 hours
12.4–12.7 hours
6 ± 0.3 hours
Pressure
About 0 Pa
About 0 Pa
About 0 Pa
About 0 Pa
About 0 Pa
Topography
Rough
Rough
Rough
Rough
RoughBesides, surface strength of the asteroid is largely different according to the compositive materials of them. Somewhere the strength is very high; however, somewhere the strength is very low. Thus, surface strength of the asteroid also restricts the design of the landing mechanism. In the paper, ALISE landing mechanism is designed for the asteroid with soft surface.


## 2.2. Structural Design

The ALISE landing mechanism contains a three-leg landing gear and an anchoring system, and its schematics are shown in Figure1. This design is inspired by the Rosetta lander and the ST4/Champollion lander [10, 16, 17]. The pictures of the landing mechanism are shown in Figure 2. The mechanical performance and landing performance parameters are shown in Table 2.Table 2
Mechanical and landing performance parameters.
Items
Values
Mass of landing mechanism
45 kg
Mass of payload
≤55 kg
Mass of anchoring system
1 kg
Horizontal velocity
0.5 m/s ≤Vx ≤ 0.5 m/s
Vertical velocity
V
y ≤ 1.5 m/s
Landing slope
θ ≤ 30°
Tensile strength of the media
0.5 MPa ≤τ ≤ 5 MPa
Anchoring time
≤5 s
Anchoring force
≥100 N
Penetrating velocity
20 m/s~100 m/s
Rewinding force
About 20 N
Thread length
About 2 mFigure 1
Schematic of the ALISE landing mechanism and its anchoring system.Pictures of the landing mechanism.
(a)
(b)The landing gear contains landing foot, landing leg, cardan element, damping element, equipment base, and so on. The anchoring system is used to avoid the lander flowing away under microgravity. It contains anchoring element, propulsion element, rewinding element, cushion element, and so on. The tip of the anchoring system is conical, and it could be splayed after penetrating to enhance the anchoring force.The landing legs are foldable. There are awls beneath the landing feet to stop the landing mechanism from sliding when landing. Inside the landing feet there are contact switches generating landing signals. The cardan element could absorb the horizontal impact when landing and adjust the attitude of the equipment base after landing. The damping element working in electromagnetic principle absorbs the vertical impact when landing. Its damping constant is 900 Nm/s and stroke is about 0.13 m. The propulsion element of the anchoring system pushes the anchoring element to penetrate into the surface of the asteroid in a high velocity. The anchoring element connects to the rewinding element with a thread and could splay after penetrating. At the time of the anchoring element penetration, the rewinding element would rewind the thread quickly. When the thread is tense instantaneously, the cushion element comprised mainly of a compression spring will absorb the impact to protect the rewinding motor. A retrorocket as a part of the control system is designed on the top of the equipment base. The retrorocket would be activated at the time of landing and supply a constant force lasting about 5 seconds toward the equipment base to prevent the landing mechanism from rebounding.


## 2.3. Finite Element Analysis of the Structure

### 2.3.1. Static Structural Analysis

Finite element analysis is processed to check the structural strength of the landing mechanism when landing. The allowable overloading acceleration of the equipment base, which has a mass of 78 kg (the total mass of the landing mechanism and payload is 100 kg, and the total mass of landing gear, landing feet, and anchoring system is about 22 kg), is set to 10 g. Thus, the maximum inertial force acts on the landing mechanism when landing is about 7800 N. So the force used to analyze the structural strength is 7800 N, and the force is acting on the damping element. Besides, a planar constraint is placed on three feet. The analysis results are shown in Figure3. The struts are manufactured from profiled aluminum. Their section is square, and the thickness is about 2.2 mm. It can be found that the maximum deformation is about 0.0029 m, and the maximum equivalent stress is about 176 MPa which is less than the yield strength of the aluminum alloy 7A09 (400 MPa) to manufacture the landing mechanism. So the structural strength and deformation of the landing mechanism are reasonable.Static structural analysis of the landing mechanism by FEA.
(a)
(b)


### 2.3.2. Modal Analysis

Modal analysis is used to understand the vibrating characters of the landing mechanism. In the paper, only the modals of the deployed states are analyzed, and these modal frequencies will be used in the experiments analyzing of landing. In modal analysis, a frictionless support constraint is placed on the landing mechanism, which simulates the constraints supporting the landing mechanism on the air-floating platform as shown in Section3.2. The modal frequencies of the deployed landing mechanism are shown in Figure 4.Figure 4
Modal analysis of the deployed landing mechanism.It can be found that mode 6, mode 7, mode 9, and mode 15 induce the vibration of landing legs along the direction of landing (Y-axis), mode 9 induces the vibration of equipment base along the direction of landing (Y-axis), and modes 8, 10, and 11 induce the oscillation of the equipment base.


## 2.3.1. Static Structural Analysis

Finite element analysis is processed to check the structural strength of the landing mechanism when landing. The allowable overloading acceleration of the equipment base, which has a mass of 78 kg (the total mass of the landing mechanism and payload is 100 kg, and the total mass of landing gear, landing feet, and anchoring system is about 22 kg), is set to 10 g. Thus, the maximum inertial force acts on the landing mechanism when landing is about 7800 N. So the force used to analyze the structural strength is 7800 N, and the force is acting on the damping element. Besides, a planar constraint is placed on three feet. The analysis results are shown in Figure3. The struts are manufactured from profiled aluminum. Their section is square, and the thickness is about 2.2 mm. It can be found that the maximum deformation is about 0.0029 m, and the maximum equivalent stress is about 176 MPa which is less than the yield strength of the aluminum alloy 7A09 (400 MPa) to manufacture the landing mechanism. So the structural strength and deformation of the landing mechanism are reasonable.Static structural analysis of the landing mechanism by FEA.
(a)
(b)


## 2.3.2. Modal Analysis

Modal analysis is used to understand the vibrating characters of the landing mechanism. In the paper, only the modals of the deployed states are analyzed, and these modal frequencies will be used in the experiments analyzing of landing. In modal analysis, a frictionless support constraint is placed on the landing mechanism, which simulates the constraints supporting the landing mechanism on the air-floating platform as shown in Section3.2. The modal frequencies of the deployed landing mechanism are shown in Figure 4.Figure 4
Modal analysis of the deployed landing mechanism.It can be found that mode 6, mode 7, mode 9, and mode 15 induce the vibration of landing legs along the direction of landing (Y-axis), mode 9 induces the vibration of equipment base along the direction of landing (Y-axis), and modes 8, 10, and 11 induce the oscillation of the equipment base.


## 3. Experiments

### 3.1. Anchoring System Tests

#### 3.1.1. Testing Platform

Testing platform of the anchoring system is shown in Figure5. The anchoring element is fired by the powder which is triggered via the trigger, and the trigger is controlled by the electric cable. When the anchor body is fired by the anchoring element, the firing speed of the anchor body is measured by the speedometer, and the penetrating depth is measured by the thread on the rear of the anchor body. Then the anchor body is pulled out of the medium by the rocker-arm via the pulley. There is a force gauge between the rocker-arm and the pulley; thus the anchoring force of the anchoring element will be measured. The height of the bracket could be heightened according to the thickness of the medium when the penetrating speed is high. The anchor body installed in the anchoring element is shown in Figure 5. The length of it is about 288 mm, the diameter is about 26 mm, and the mass is about 600 g.Figure 5
Testing platform of the anchoring system.In the paper, two media (clay soil and silver sand) are used to test the performance of the anchoring system. The properties of the media are shown in Table3. Clay soil is some cohesive and the silver is some flowing, and they represent two different types of media.Table 3
Properties of the penetrating and anchoring media.
Media
Density
Water content
Void ratio
Cohesion
Internal frictional angle
Clay soil
1.89 g/cm3
19.91%
0.709
270 KPa
14°
Silver sand
1.71 g/cm3
0
0.585
0 KPa
37°


#### 3.1.2. Testing Results and Analyses

Penetrating depth and anchoring force of the anchor body with different penetrating velocities in two media are tested.Figure6 shows the relationship between penetrating depth and penetrating velocity in soil and sand media, and the testing data are fitted linearly. Some conclusions could be gotten as follows: (1) cohesion of the media has a great influence of the penetrating depth; (2) penetrating depth increases almost linearly along the penetrating velocity; (3) the smaller the cohesion is, the steeper the penetrating depth changes with the penetrating velocity.Figure 6
Penetrating depth versus velocity in soil and sand.Figure7 shows the relationship between anchoring force and penetrating depth in soil and sand media, and the testing data are fitted linearly. Some conclusions could be gotten as follows. (1) The anchoring force increases with the depth in soil but maintains almost constant in sand. It shows that depth has less influence of the anchoring force in very low cohesion media. (2) The anchoring force in soil seems to change slowly when the depth reaches a certain value according to the testing data without fitting. However, there are only 5 groups of testing data, and this trend needs to be further verified by more testing data.Figure 7
Anchoring force versus depth in soil and sand.


### 3.2. Landing Tests under Simulated Microgravity Environment

#### 3.2.1. Testing Platform

The landing performance of the landing mechanism is tested under simulated microgravity environment generated on the air-floating platform. The schematic of the landing mechanism on the air-floating platform is shown in Figure8.Figure 8
Landing mechanism on the air-floating platform.Landing tests are carried out on a 10° landing slope with the landing velocity increasing gradually. The landing accelerations are measured by acceleration sensors. The landing attitude of the landing mechanism and the location of the sensors are shown in Figure8. Sensors 1, 2, and 3 located separately on three landing feet are used to measure impacting accelerations of the feet in landing direction. The indexes of the sensors are the same as those of the feet. Sensor 4 locates on the equipment base and is used to measure the acceleration of the equipment base in landing direction.


#### 3.2.2. Testing Results and Analyses

Three groups of landing in different landing velocities are tested. The landing accelerations are filtered by a low-pass filter whose cut-off frequency is defined both by the spectrum analysis of the signals and the modal analysis of the landing mechanism in Section2.3. The acceleration signals’ spectrum analyses in different landing velocities are shown in Figures 9, 10, and 11, respectively, and the corresponding results of the acceleration signals after filtering are shown in Figures 12, 13, and 14, respectively. Besides, in three groups of landing tests, anchoring system could firmly anchor the landing mechanism to the landing slope.Sensors spectrum of the landing mechanism withVy=0.41 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumSensors spectrum of the landing mechanism withVy=0.75 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumSensors spectrum of the landing mechanism withVy=1.17 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumFigure 12
Accelerations withVy=0.41 m/s, Vx=0 m/s, and θ=10°.Figure 13
Accelerations withVy=0.75 m/s, Vx=0 m/s, and θ=10°.Figure 14
Accelerations withVy=1.17 m/s, Vx=0 m/s, and θ=10°.The analyses of the landing tests according to Figures9, 10, 11, 12, 13, and 14 are as follows.(i)
The natural frequencies of the landing mechanism obtained by spectrum analysis of the acceleration signals are basically in accordance with the results obtained by the modal analysis as shown in Table4. The effectiveness of the modal analysis and the landing accelerations are validated mutually.(ii)
When landing with the attitude (1-1-1 landing mode) shown in Figure8, it can be found in Figures 12, 13, and 14 that the landing mechanism contacts the landing slope with foot 3 firstly, and then foot 2 and foot 1 collide with the landing slope almost simultaneously.(iii)
Maximum acceleration of each sensor increases with the landing velocity distinctly as shown in Table4; besides the maximum acceleration of sensor 3 is 1.2 g when landing in the Vv=0.75 m/s. This value is smaller than normal value. It may be induced by the direction of the acceleration sensor 3 which is not parallel to the landing direction because the pin connection between the landing leg and landing foot.(iv)
The largest acceleration is on foot 2 when landing and then is on foot 3 and foot 1. The smallest acceleration is on equipment base. Accelerations of the equipment base in all landings are less than 10 g. Thus, it can be found that the damping element plays an important role in protecting the instruments installed on equipment base.Table 4
Statistic analyses of natural frequency and maximum accelerations.
Natural frequency (Hz)
Maximum acceleration (g)
Modal analysis
Spectrum analysis
V
v
=
0.41 m/s
V
v
=
0.75 m/s
V
v
=
1.17 m/s
Sensor 1
37 (mode 7)65 (mode 9)100 (mode 15)
35, 100
1.27
2.2
3.7
Sensor 2
28 (mode 6)65 (mode 9)
35, 70
8.8
26.9
17.9
Sensor 3
28 (mode 6)37 (mode 7)65 (mode 9)
35
2.41
1.2
7.5
Sensor 4
65 (mode 9)
70
0.47
0.78
1.64The tilting of the landing mechanism can be measured by the gyroscope fixed on the landing mechanism. However, the gyroscope system is under developing. It will be equipped in future tests.


## 3.1. Anchoring System Tests

### 3.1.1. Testing Platform

Testing platform of the anchoring system is shown in Figure5. The anchoring element is fired by the powder which is triggered via the trigger, and the trigger is controlled by the electric cable. When the anchor body is fired by the anchoring element, the firing speed of the anchor body is measured by the speedometer, and the penetrating depth is measured by the thread on the rear of the anchor body. Then the anchor body is pulled out of the medium by the rocker-arm via the pulley. There is a force gauge between the rocker-arm and the pulley; thus the anchoring force of the anchoring element will be measured. The height of the bracket could be heightened according to the thickness of the medium when the penetrating speed is high. The anchor body installed in the anchoring element is shown in Figure 5. The length of it is about 288 mm, the diameter is about 26 mm, and the mass is about 600 g.Figure 5
Testing platform of the anchoring system.In the paper, two media (clay soil and silver sand) are used to test the performance of the anchoring system. The properties of the media are shown in Table3. Clay soil is some cohesive and the silver is some flowing, and they represent two different types of media.Table 3
Properties of the penetrating and anchoring media.
Media
Density
Water content
Void ratio
Cohesion
Internal frictional angle
Clay soil
1.89 g/cm3
19.91%
0.709
270 KPa
14°
Silver sand
1.71 g/cm3
0
0.585
0 KPa
37°


### 3.1.2. Testing Results and Analyses

Penetrating depth and anchoring force of the anchor body with different penetrating velocities in two media are tested.Figure6 shows the relationship between penetrating depth and penetrating velocity in soil and sand media, and the testing data are fitted linearly. Some conclusions could be gotten as follows: (1) cohesion of the media has a great influence of the penetrating depth; (2) penetrating depth increases almost linearly along the penetrating velocity; (3) the smaller the cohesion is, the steeper the penetrating depth changes with the penetrating velocity.Figure 6
Penetrating depth versus velocity in soil and sand.Figure7 shows the relationship between anchoring force and penetrating depth in soil and sand media, and the testing data are fitted linearly. Some conclusions could be gotten as follows. (1) The anchoring force increases with the depth in soil but maintains almost constant in sand. It shows that depth has less influence of the anchoring force in very low cohesion media. (2) The anchoring force in soil seems to change slowly when the depth reaches a certain value according to the testing data without fitting. However, there are only 5 groups of testing data, and this trend needs to be further verified by more testing data.Figure 7
Anchoring force versus depth in soil and sand.


## 3.1.1. Testing Platform

Testing platform of the anchoring system is shown in Figure5. The anchoring element is fired by the powder which is triggered via the trigger, and the trigger is controlled by the electric cable. When the anchor body is fired by the anchoring element, the firing speed of the anchor body is measured by the speedometer, and the penetrating depth is measured by the thread on the rear of the anchor body. Then the anchor body is pulled out of the medium by the rocker-arm via the pulley. There is a force gauge between the rocker-arm and the pulley; thus the anchoring force of the anchoring element will be measured. The height of the bracket could be heightened according to the thickness of the medium when the penetrating speed is high. The anchor body installed in the anchoring element is shown in Figure 5. The length of it is about 288 mm, the diameter is about 26 mm, and the mass is about 600 g.Figure 5
Testing platform of the anchoring system.In the paper, two media (clay soil and silver sand) are used to test the performance of the anchoring system. The properties of the media are shown in Table3. Clay soil is some cohesive and the silver is some flowing, and they represent two different types of media.Table 3
Properties of the penetrating and anchoring media.
Media
Density
Water content
Void ratio
Cohesion
Internal frictional angle
Clay soil
1.89 g/cm3
19.91%
0.709
270 KPa
14°
Silver sand
1.71 g/cm3
0
0.585
0 KPa
37°


## 3.1.2. Testing Results and Analyses

Penetrating depth and anchoring force of the anchor body with different penetrating velocities in two media are tested.Figure6 shows the relationship between penetrating depth and penetrating velocity in soil and sand media, and the testing data are fitted linearly. Some conclusions could be gotten as follows: (1) cohesion of the media has a great influence of the penetrating depth; (2) penetrating depth increases almost linearly along the penetrating velocity; (3) the smaller the cohesion is, the steeper the penetrating depth changes with the penetrating velocity.Figure 6
Penetrating depth versus velocity in soil and sand.Figure7 shows the relationship between anchoring force and penetrating depth in soil and sand media, and the testing data are fitted linearly. Some conclusions could be gotten as follows. (1) The anchoring force increases with the depth in soil but maintains almost constant in sand. It shows that depth has less influence of the anchoring force in very low cohesion media. (2) The anchoring force in soil seems to change slowly when the depth reaches a certain value according to the testing data without fitting. However, there are only 5 groups of testing data, and this trend needs to be further verified by more testing data.Figure 7
Anchoring force versus depth in soil and sand.


## 3.2. Landing Tests under Simulated Microgravity Environment

### 3.2.1. Testing Platform

The landing performance of the landing mechanism is tested under simulated microgravity environment generated on the air-floating platform. The schematic of the landing mechanism on the air-floating platform is shown in Figure8.Figure 8
Landing mechanism on the air-floating platform.Landing tests are carried out on a 10° landing slope with the landing velocity increasing gradually. The landing accelerations are measured by acceleration sensors. The landing attitude of the landing mechanism and the location of the sensors are shown in Figure8. Sensors 1, 2, and 3 located separately on three landing feet are used to measure impacting accelerations of the feet in landing direction. The indexes of the sensors are the same as those of the feet. Sensor 4 locates on the equipment base and is used to measure the acceleration of the equipment base in landing direction.


### 3.2.2. Testing Results and Analyses

Three groups of landing in different landing velocities are tested. The landing accelerations are filtered by a low-pass filter whose cut-off frequency is defined both by the spectrum analysis of the signals and the modal analysis of the landing mechanism in Section2.3. The acceleration signals’ spectrum analyses in different landing velocities are shown in Figures 9, 10, and 11, respectively, and the corresponding results of the acceleration signals after filtering are shown in Figures 12, 13, and 14, respectively. Besides, in three groups of landing tests, anchoring system could firmly anchor the landing mechanism to the landing slope.Sensors spectrum of the landing mechanism withVy=0.41 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumSensors spectrum of the landing mechanism withVy=0.75 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumSensors spectrum of the landing mechanism withVy=1.17 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumFigure 12
Accelerations withVy=0.41 m/s, Vx=0 m/s, and θ=10°.Figure 13
Accelerations withVy=0.75 m/s, Vx=0 m/s, and θ=10°.Figure 14
Accelerations withVy=1.17 m/s, Vx=0 m/s, and θ=10°.The analyses of the landing tests according to Figures9, 10, 11, 12, 13, and 14 are as follows.(i)
The natural frequencies of the landing mechanism obtained by spectrum analysis of the acceleration signals are basically in accordance with the results obtained by the modal analysis as shown in Table4. The effectiveness of the modal analysis and the landing accelerations are validated mutually.(ii)
When landing with the attitude (1-1-1 landing mode) shown in Figure8, it can be found in Figures 12, 13, and 14 that the landing mechanism contacts the landing slope with foot 3 firstly, and then foot 2 and foot 1 collide with the landing slope almost simultaneously.(iii)
Maximum acceleration of each sensor increases with the landing velocity distinctly as shown in Table4; besides the maximum acceleration of sensor 3 is 1.2 g when landing in the Vv=0.75 m/s. This value is smaller than normal value. It may be induced by the direction of the acceleration sensor 3 which is not parallel to the landing direction because the pin connection between the landing leg and landing foot.(iv)
The largest acceleration is on foot 2 when landing and then is on foot 3 and foot 1. The smallest acceleration is on equipment base. Accelerations of the equipment base in all landings are less than 10 g. Thus, it can be found that the damping element plays an important role in protecting the instruments installed on equipment base.Table 4
Statistic analyses of natural frequency and maximum accelerations.
Natural frequency (Hz)
Maximum acceleration (g)
Modal analysis
Spectrum analysis
V
v
=
0.41 m/s
V
v
=
0.75 m/s
V
v
=
1.17 m/s
Sensor 1
37 (mode 7)65 (mode 9)100 (mode 15)
35, 100
1.27
2.2
3.7
Sensor 2
28 (mode 6)65 (mode 9)
35, 70
8.8
26.9
17.9
Sensor 3
28 (mode 6)37 (mode 7)65 (mode 9)
35
2.41
1.2
7.5
Sensor 4
65 (mode 9)
70
0.47
0.78
1.64The tilting of the landing mechanism can be measured by the gyroscope fixed on the landing mechanism. However, the gyroscope system is under developing. It will be equipped in future tests.


## 3.2.1. Testing Platform

The landing performance of the landing mechanism is tested under simulated microgravity environment generated on the air-floating platform. The schematic of the landing mechanism on the air-floating platform is shown in Figure8.Figure 8
Landing mechanism on the air-floating platform.Landing tests are carried out on a 10° landing slope with the landing velocity increasing gradually. The landing accelerations are measured by acceleration sensors. The landing attitude of the landing mechanism and the location of the sensors are shown in Figure8. Sensors 1, 2, and 3 located separately on three landing feet are used to measure impacting accelerations of the feet in landing direction. The indexes of the sensors are the same as those of the feet. Sensor 4 locates on the equipment base and is used to measure the acceleration of the equipment base in landing direction.


## 3.2.2. Testing Results and Analyses

Three groups of landing in different landing velocities are tested. The landing accelerations are filtered by a low-pass filter whose cut-off frequency is defined both by the spectrum analysis of the signals and the modal analysis of the landing mechanism in Section2.3. The acceleration signals’ spectrum analyses in different landing velocities are shown in Figures 9, 10, and 11, respectively, and the corresponding results of the acceleration signals after filtering are shown in Figures 12, 13, and 14, respectively. Besides, in three groups of landing tests, anchoring system could firmly anchor the landing mechanism to the landing slope.Sensors spectrum of the landing mechanism withVy=0.41 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumSensors spectrum of the landing mechanism withVy=0.75 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumSensors spectrum of the landing mechanism withVy=1.17 m/s, Vx=0 m/s, and θ=10°.
(a)
Sensor 1 spectrum
(b)
Sensor 2 spectrum
(c)
Sensor 3 spectrum
(d)
Sensor 4 spectrumFigure 12
Accelerations withVy=0.41 m/s, Vx=0 m/s, and θ=10°.Figure 13
Accelerations withVy=0.75 m/s, Vx=0 m/s, and θ=10°.Figure 14
Accelerations withVy=1.17 m/s, Vx=0 m/s, and θ=10°.The analyses of the landing tests according to Figures9, 10, 11, 12, 13, and 14 are as follows.(i)
The natural frequencies of the landing mechanism obtained by spectrum analysis of the acceleration signals are basically in accordance with the results obtained by the modal analysis as shown in Table4. The effectiveness of the modal analysis and the landing accelerations are validated mutually.(ii)
When landing with the attitude (1-1-1 landing mode) shown in Figure8, it can be found in Figures 12, 13, and 14 that the landing mechanism contacts the landing slope with foot 3 firstly, and then foot 2 and foot 1 collide with the landing slope almost simultaneously.(iii)
Maximum acceleration of each sensor increases with the landing velocity distinctly as shown in Table4; besides the maximum acceleration of sensor 3 is 1.2 g when landing in the Vv=0.75 m/s. This value is smaller than normal value. It may be induced by the direction of the acceleration sensor 3 which is not parallel to the landing direction because the pin connection between the landing leg and landing foot.(iv)
The largest acceleration is on foot 2 when landing and then is on foot 3 and foot 1. The smallest acceleration is on equipment base. Accelerations of the equipment base in all landings are less than 10 g. Thus, it can be found that the damping element plays an important role in protecting the instruments installed on equipment base.Table 4
Statistic analyses of natural frequency and maximum accelerations.
Natural frequency (Hz)
Maximum acceleration (g)
Modal analysis
Spectrum analysis
V
v
=
0.41 m/s
V
v
=
0.75 m/s
V
v
=
1.17 m/s
Sensor 1
37 (mode 7)65 (mode 9)100 (mode 15)
35, 100
1.27
2.2
3.7
Sensor 2
28 (mode 6)65 (mode 9)
35, 70
8.8
26.9
17.9
Sensor 3
28 (mode 6)37 (mode 7)65 (mode 9)
35
2.41
1.2
7.5
Sensor 4
65 (mode 9)
70
0.47
0.78
1.64The tilting of the landing mechanism can be measured by the gyroscope fixed on the landing mechanism. However, the gyroscope system is under developing. It will be equipped in future tests.


## 4. Conclusions

ALISE landing mechanism to the asteroid with soft surface is developed. It has a mass of about 45 kg, and the maximum payload is about 55 kg. Its stiffness is high, and the modal frequency covers a wide range from 21.6 Hz to 100.7 Hz, and the natural frequencies of the landing mechanism obtained by spectrum analyses of the landing accelerations are in accordance with the results of the FEA. The penetrating depth and anchoring force of the anchoring system are related to the cohesion of the medium. The larger the cohesion is, the smaller the penetrating depth is. Furthermore, the smaller the cohesion is, the steeper the penetrating depth changes with the penetrating velocity. Depth has less influence on the anchoring force in very low cohesion media. Landing impact of the landing mechanism is increased with the landing velocity, and the acceleration of the equipment base is less than 10 g. Thus, the design of the landing mechanism is reasonable.In the future, more penetrating and anchoring tests in various hard and soft media will be carried out to verify the performance of the anchoring system. At the same time, more landing with different attitude and velocity will be carried out on the air-floating platform to summarize the landing performance of the landing mechanism.



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*Source: 873135-2013-11-21.xml*