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Shock and Vibration
Volume 2016, Article ID 8189373, 10 pages
http://dx.doi.org/10.1155/2016/8189373
Research Article

Modeling and Experimental Validation for Hammer-Driven Type Penetrators under Horizontal Condition

State Key Laboratory of Robotics and System, Harbin Institute of Technology (HIT), Harbin 150001, China

Received 25 May 2016; Revised 16 September 2016; Accepted 5 October 2016

Academic Editor: Carlo Trigona

Copyright © 2016 Yi Shen et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

This paper proposed a method used to analyze the motion of hammer-driven type penetrators and built a testbed for validating the result of structure optimization of the penetrator in deep space exploration. This method gave a clear understanding of the working principle of the penetrator. The penetrator mainly comprises five components: hammer element, suppressor element, housing element, brake spring, and force spring. Based on the structure of the penetrator, the maximum forward movement of housing element was chosen as optimal object. In order to describe the working process clearly and properly, the working stroke was divided into three phases: unlocking phase, colliding phase, and penetrating phase. In each phase, the displacement and velocity of hammer element, suppressor element, and housing element were described with equation sets when numerically solved. Then, the corresponding parameters of the penetrator were obtained in the testbed with high-speed camera. At last, comparing the parameters obtained by theoretical analysis with that obtained by experiment test with high-speed camera, the perfect ratio of mass element (hammer element, suppressor element, and housing element) and perfect ratio of stiffness of spring element (brake spring and force spring) were obtained.

1. Introduction

The chemical component, physical form, mechanical properties, and interior structure of lunar regolith were related to the origin and evolution of the moon [1, 2]. The manned spacecraft or unmanned spacecraft were successfully launched or landed on the moon by America, Soviet Union, China, and other countries since the 1960s. The subsurface regolith characteristics of the moon were explored by drilling sampler and scientific instruments on the spacecraft. The lunar exploratory work had included collection of lunar samples, in situ measure parameters of lunar regolith, and heat flow data and did many other scientific work [3, 4]. All the above scientific work could enrich our understanding greatly of the moon.

The penetrating exploration was carried out by Russia, America, ESA, and other countries since the 1990s. The exploration mission is mainly about exploring the subsurface regolith of Mars, Moon, Europa, and other planets. The first principle of this mobile penetrator had been invented and patented by the Russian Mobile Vehicle Engineering Institute in St. Petersburg [57]. The penetrator types include high-speed impact type, hammer-driven type, screw type, and earthworm type. The high-speed impact type penetrators unlike simple impactors and the high-speed impact type penetrators were designed to survive impact and subsequently perform scientific observations [8, 9]. The first theoretical model of the hammer-driven type penetrators’ subsystems motion was proposed ideas by the Space Research Centre PAS [10]. The hammer-driven penetrators advance into loose to moderately strong soils by way of an internal sliding hammer system driven by a small electric motor being in constant rotation during hammering [11]. The screw type penetrator was used for the reactive torque of a wheel to drill into the regolith [12]. The earthworm type penetrators had propulsion unit and an excavation unit. The propulsion unit that was based on the peristaltic crawling of earthworm maintains the body position. The excavation unit excavates and clears a space for the penetrator to tunnel into densely packed soil [13, 14]. The penetrators could dig into depth of the subsurface regolith and do some science-oriented analysis. Compared with traditional drilling samples, the penetrating exploration had better advantage in weight, mechanical structure, power consumption, and on-orbit work time [15, 16].

The principle of penetrating exploration involves transporting equipment required in scientific research to assigned depth of regolith. In the penetrating process, the physical parameters about regolith were obtained by recording the load of penetration. The subsurface heat flux of the planets and thermal properties of the planetary regolith were obtained through measuring temperature information by fiber optic sensor arrays built in the penetrator [1720]. In order to collect more and specific scientific message required in planets exploration, the design of compact and lightweight structure was critical to success [21]. In the interaction between penetrator and planetary regolith, the structure of penetrator was key to success. Thus, it has been one of the international research hotspots in outer space exploring field in recent years.

In this paper, we proposed a common dynamic model about hammer-driven type penetrators. Under the horizontal condition, the dynamic model is validation to optimize the ratio of mass characteristics and that of stiffness characteristics of the penetrator. The optimization was to improve penetration depth in the same energy storage. In order to validate the model, an impact test device was designed. The impact test device validated the model by matching different mass blocks with different stiffness of springs. The velocity and displacement of the mass were obtained by high-speed camera. The dynamic model was verified by comparing the experimental and the theoretic results. In future study, the dynamic model will be applied to optimize the HIT-1 penetrator.

2. Model and Methods

2.1. HIT-1 Penetrator

HIT-1 mainly consisted of suppressor unit, hammer unit, housing unit, braking spring, and force spring (as shown in Figure 1(b)). The HIT-1 stored energy by periodic rotation suppressor unit shortening force spring. In one periodic stroke, firstly, trigger mechanism released the hammer; then, the hammer stroked housing unit with certain velocity and momentum; finally, housing unit moved forward under the stroke. The hammer stroked the housing unit periodically and drove the housing unit to a certain depth to simulate regolith (as shown in Figure 1(a)).

Figure 1: The prototype of HIT-1 penetrator: (a) experimental process of HIT-1 penetrator; (b) structures of HIT-1 penetrator.
2.2. Dynamic Model

The dynamic model mainly consists of five parts: brake spring, actuator, forcing spring, hammer, and housing. To analyze the movement of housing, actuator, and that of hammer during the force spring driving the hammer, the model can be simplified (as shown in Figure 2).

Figure 2: Dynamic model of the penetrator.

In this dynamic model, , , and represent suppressor element, hammer element, and housing element; and represent stiffness of brake spring and force spring. represents kinetic friction coefficient.

At the beginning, , , and kept still; a line was tied to actuator and hammer and forced the force spring to store energy; meanwhile, the brake spring kept relaxed. When the line between and was cut off, and moved against each other and remained still. Then, kept moving and compressed spring continually; kept still yet. To a certain degree, the force acts on from the force spring greater than the maximum static friction acting on ; then, moved backward. Next, collided with and forced to move forward. At last, might stop with a certain displacement. In the whole process, the might move backward first and then moved forward. If the backward displacement is greater than the forward displacement, the displacement of was negative in this process; otherwise, the displacement of was positive.

2.3. Modeling and Analysis

The whole movement process of the penetrator was divided into three phases: phase 1: (called unlocking phase for short) the hammer element () detached with the suppressor element (). Phase 2 (called colliding phase for short): the hammer element () collides with the housing element (). Phase 3 (called penetrating phase for short): the status of all elements changed after colliding. According to the phases described above, different dynamic model equation set of the penetrator was built in different phases. In order to simplify the colliding model, the hammer element and the housing element were treated as rigid body and rigid body . The hammer stroked the static rigid body with a constant energy (), ignoring the effect of shocking on contact interface.

The dynamic model equation sets were presented as follows.

As , , and are the displacements of , , and , represents sliding friction. The sign of sgn and Heaviside mean sign function and step function in MATLAB. is a symbol of force used to simulate resistance of regolith.

In order to describe it specifically, we defined several cases as follows.

Case 1. kept still.

Case 2. The state of changed from being static to speedup.

Case 3. The state of changed from being static to speedup and then changed to speed-down.

The equation set (1) was used in phase one; it described the state of each mass block when solved by function of ode45 in MATLAB. In equation set (1), the state of determined by the gap of the force from braking spring and the friction from outside was positive or negative. If the outside friction force is greater than the inner spring force, kept still; on the other hand, if the inner force is greater than the outside force, moved. The state of was identified automatically by equation set (1). This equation failed when force spring recovered to original length in phase one or Case 3 occurred.

The equation set (2) showed the situation that force spring recovered to original length while Case 1 or Case 2 occurred. This equation set failed when collided with or Case 3 occurred.

The equation set (3) presented the state in phase one, at which Case 3 occurred while the force spring still did not recover to original length. It failed when collided with or force spring recover to original length or slow down and stopped finally.

The equation set (4) is used in phase two when collided with . And the equation set (5) is used in phase three to describe the state after collided with .

2.4. Optimal Flow

As presented in the routine, firstly, the sample data was generated and imported into MATLAB (Figure 3); then, the function of ode45 in MATLAB was used to solve equation set (1) in a given time; next, the routine checked the state of , , and along with the time; once anyone of the situations listed in the first judge-box occurred, the state data of , , and was recorded along with the running of the routine and stopped recording when any situation occurred.

Figure 3: The optimal flow of dynamic model.

In the case of situation (), was forced by and moved forward and was forced by and moved backward. Then, along with the movement of and , to a certain degree, , might be separated with . Situation () occurred when the mass of is greatly bigger than that of , and moved slowly while oscillated in this process; finally, moved forward with but faster than . If situation () occurred firstly, the routine was over. In this situation, moved backward at first and then moved to slow down because the force () from acting on is less than the friction () from outside. And this situation happened when oscillated greatly. Actually, the oscillation of could consume a lot of power, which obeyed the destination. Once situation () happened, and are separated with ; the system of ---- changed into --; the state equation set must be changed into equation set (2). Then, the same method was used to solve the state of and in the given time. Next, we judged situations () and () with the same procedure described above. Luckily, if situation () occurred, it means that the routine can go to next procedure directly; unfortunately, if situation () occurred, it means began to slow down before and collided, and the system changed from ---- to --; the state equation set must be replaced with equation set (4). In the following, if slow down to zero before and collided (situation ()), it was the same as situation (); the routine was over. If it collided firstly (situation ()), move to next procedure. Situations (), (), and () move to colliding phase directly. After collided with , the velocity of and greatly changed. Then the system changed into --, solved the equation set, and recorded the state of until the velocity of was zero.

3. Device and Tests

3.1. The Impact Test Device Scheme

To analyze the transmission efficiency of impact of penetrator and make it optimal, study on the mass match and the spring stiffness match was necessary. The mass match among , , and and the spring stiffness match in and had a great effect on transmission efficiency according to empirical analysis. To verify this point, a testbed was designed. Based on the testbed, the theory dynamic model will be verified, and the regular different ratio of mass and different ratio of stiffness will be confirmed. Furthermore, the resistance was another vital factor to the displacement of housing element. The resistance varies with different regolith and varies in different depth in the same regolith. Clarifying the relation between the resistance and the displacement of housing element was another mission of the testbed.

The testbed mainly comprises test platform, high-speed camera, digital data acquisition unit, and integrated computer and simulated penetrator (as shown in Figure 4(a)). The test platform functions as a support which ensures the horizontal condition. high-speed camera was used to capture the transient state of each unit in the test. Integrated computer recorded the transient scenarios and processed the video recorded by high-speed camera. The simulated penetrator consists of weights, string, housing, braking spring, force spring, limiting mechanism, and some studs (as shown in Figure 4(b)). The weights can act as different weight of , , and , if jointed by studs. There were three kinds of the weights: 64 grams, 128 grams, and 192 grams. The testbed works as the following procedures: firstly, choose the weights you want to test and joint them with studs and choose proper stiffness of force spring and brake spring. Then, put the weights and the spring into the housing (as shown in Figure 4(b)). Next, put the simulated penetrator onto the sliding bar and shorten the force spring with the limiting mechanism; the numerical value of shortening can read from the digital caliper. In the following, put a string into the slot made for keeping the state of shortening by limiting mechanism. At the same time, limiting mechanism was removed and the simulated penetrator was free on the slide bar. Finally, the line was cut off suddenly, which ensured and are released simultaneously. The shock process lasted only for tens of microseconds so that you cannot capture it with our eyes. Fortunately, the high-speed camera recorded the process for further study. Then, you can change the weight of , , and as well as changing the stiffness of and and test again and again and finally find the best match.

Figure 4: The impact test device scheme: (a) experimental equipment of the impact test; (b) the components of simulated penetrator.
3.2. Experiments Setup

Just as described above, hundreds of tests are conducted with the impact test device (as shown in Figure 5(a)). Each weight of , , and varies from 64 grams to 1024 grams (actually, considering the compatibility of interface, , , and increased based on 289 g, 355 g, and 846 g), certainly, increasing by 64 grams. Each stiffness value of the spring varies from 0.3 N/mm to 9.8 N/mm, and the stiffness value used in the test was listed in Table 1. To reduce the variable parameters, the shortened value of force spring was controlled to a constant value (20 mm). Then, adjusting the brake system to get the appointed friction (the symbol represented the friction in the theory model, and the derived from experiments. Because the theoretical method of calculating involved in the regolith is very complex we conducted another test, in which we used a hydraulic cylinder to drive different types and sizes of head to the appointed depth (1 m) in the simulated regolith (mechanical property: internal friction angle is 26.3°, cohesion is 0.33 MPa, and density is 1.79 g/cm3); then we acquired the pressure in the whole process in accordance with the pressure sensors, and finally we got the data of in different depth of the simulated regolith). So far, the test was ready. The tests proved that the shock process shared same several procedures. One of the procedures captured by high-speed camera was as shown in Figure 5(b). As you can see, once the string was cut off, and moved toward opposition direction, simultaneously; the brake spring was shortened as moved backward. Then, is stroked with and obtained a velocity. Next, moved forward and finally slowed down since the resistance acts on .

Table 1: Parameters of impact test device.
Figure 5: The test process of impact test device: (a) the preparatory work for the test; (b) experimental process of simulated penetrator.
3.3. Results and Discuss

The size of the simulated penetrator we built was 40 mm × 400 mm, and it is totally built with steel. Then, according to the principle of the simulated penetrator, a set of dynamic equations were built. To further simplify the model, the initial input value of the stiffness of was confined to a constant value (20 mm). The parameter of each unit used in the test was listed in Table 2. Based on the parameters described above, study on the structure of the simulated penetrator was developed.

Table 2: Parameters optimization of dynamic model.

According to the theory analysis, the maximum displacement in one stroke was 124.2 mm and the minimum displacement in one stroke was −5.3 mm among all the parameters groups. And the parameters group in maximum displacement and the parameters group in minimum displacement were shown in Table 3.

Table 3: Optimal results of structural parameters.

Initially, 21600 groups of parameters were prepared to be simulated, but some groups of parameters were not chosen by algorithm; only 16650 groups of parameters finished the three phases and were finally be recorded. Then, the groups of parameters which were selected out were sorted by the value of the displacement of , which resulted from each group of parameters. The sorted data was shown in Figure 6; each theoretical point in the figure represents the displacement of which resulted from the corresponding parameters.

Figure 6: The displacement curve with every structure parameter: the relationship of S with n.

With the available device and equipment, test on the simulated penetrator was conducted. Among hundreds of tests, thirteen typical groups of parameters were chosen to be compared with the theory analysis (as shown in Figure 6). And the value of theoretical displacement and the value of experiment displacement were listed in Table 4. Compared with theoretical points, it was not hard to find that the experimental values were slightly lower than the theoretical values under the same parameter group, but the trend was almost the same in a tolerant error range. Further, to confirm this conclusion, the velocity and the displacement of the chosen points (A, B, and C) were compared specifically (as shown in Figures 7, 8, and 9).

Table 4: Comparison analysis between the theoretical displacement and experimental displacement.
Figure 7: Comparison analysis between the theoretical and experiment base on A point. (a) The displacement curve with time. (b) The velocity curve with time. The collision conditions:  g,  g,  g,  N/mm, and  N/mm.
Figure 8: Comparison analysis between the theoretical and experiment base on B point. (a) The displacement curve with time. (b) The velocity curve with time. The collision conditions: = 801 g, = 355 g, = 846 g, = 4.9 N/mm, and  N/mm.
Figure 9: Comparison analysis between the theoretical and experiment base on C point. (a) The displacement curve with time. (b) The velocity curve with time. The collision conditions: = 801 g, = 355 g, = 846 g,  N/mm, and  N/mm.

Comparing the displacement and the velocity of points A, B, and C acquired in test with that recorded in theory analysis, you can find that the trend of the theoretical curve was almost in accordance with that from experiment. The disparity in the time of colliding might be caused by the inevitable error of the postprocessing software provided by high-speed camera. The slight difference in theoretical maximum displacement/velocity and experimental maximum displacement/velocity mainly caused by the friction existed in experiment and the friction was ignored in theory. The critical values were recorded and listed in Table 5.

Table 5: Comparison analysis between the velocities of the A, B, and C points.

The relationship between the resistance acting on the penetrator and the displacement of it is another focus of the analysis. According to the theory result, the maximum displacement of the penetrator decreases with the simulated resistance increase. And when the simulated resistance grew to about 500 N, the displacement of the penetrator kept the same and approached to zero (as shown in Figure 10(a)). And the maximum backward displacement increased with the simulated resistance increased when the simulated resistance is less than 60 N, but the backward displacement of the penetrator decreased when the simulated resistance is more than 60 N. And the displacement of the penetrator is up to zero when the simulated resistance grew to 120 N (as shown in Figure 10(b)). The available device and limited manpower could not validate the analysis parameters groups one by one. So this part did not validate them one by one.

Figure 10: The displacement curve with friction force: the relationship of the with : (a) the forward displacement curve with friction force; (b) the backward displacement curve with friction force.

4. Conclusions

In this paper, a simplified universal dynamic model of hammer-driven type penetrators in horizontal movement was proposed. Based on the dynamic model, optimality of the structure of hammer-driven type penetrators was developed. According to the numerical analysis result on the condition of  :  :  = 11 : 1 : 3 and  :  = 3 : 17, the displacement of the penetrator is maximum, and the maximum displacement is 124.2 mm. In the performed experiment for cases A, B, and C the maximum recorded displacement of the mole was 20 mm. Then, to validate the conclusion, a testbed was designed and huge tests were conducted. Comparing the experimental displacement and the experimental velocity with those from theoretical ones, you can find the trend of the curves was coincidental. Next, changing the simulated resistant force that acts on the penetrator, we found that, with the force increasing, the displacement of the penetrator decreases. And once the force increased to a certain value, the displacement of the penetrator, backward or forward, almost kept the same value.

Competing Interests

The authors declare no conflict of interest.

Acknowledgments

This project is supported by Self-Planned Task of State Key Laboratory of Robotics and System (HIT) (no. SKLRS201616B) and the National Natural Science Foundation of China (no. 51575122).

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