Shock absorption characteristics of combined aluminium honeycomb structures were studied experimentally. In the experiments, a testing platform was design to compare the shock absorption level of different honeycomb specimens quantitatively. The shock response curves of six test points mounted on the platform were recorded with acceleration sensors when the buffer was impacted by a bullet driven by high pressure gas. The maximum acceleration values in time domain and in specifically spectral domain were obtained based on spectral analysis. Comparing the data of combined aluminium honeycomb buffer and single aluminium honeycomb buffer, conclusion can be obtained that shock absorbing characteristic of combined aluminium honeycomb buffer is better. Furthermore, compression properties of three kinds of buffers were tested under quasi-static state. The energy absorption parameters were calculated. The results show suitable combined aluminium honeycomb buffer can smooth the stress and lower the energy applied to the testing platform.
1. Introduction
Aluminium honeycomb structures are widely used in various industrial applications because of their excellent physical and mechanical properties such as high strength/weight ratio, low mass/volume ratio, and high energy absorption capacity. For example, a wide variety of aluminium honeycombs are used as core materials of sandwich constructions, vibration dampers, shock absorbers, and so forth in astronautic, automobile, and shipbuilding industries [1–5].
In recent years, crushing properties and mechanics characteristics of the aluminium honeycomb have been investigated extensively, including in-plane dynamic response [6–8], out-of-plane crushing behaviour [9–23], and mechanical behaviour of sandwich panels with aluminium honeycombs [24–29]. Among all the investigations, the out-of-plane dynamic behaviour of bare aluminium honeycombs and that of sandwich panels with the cores of aluminium honeycombs are more often used in energy absorption design.
The quasi-static crushing behaviour of honeycombs under out-of-plane compressive loads has been investigated by many researchers [9–23]. Various experimental studies on quasi-static and dynamic crushing behaviours of honeycombs under out-of-plane compressive loads have been reported, and the results indicate that the crushing strengths under dynamic loading conditions in general are larger than the ones under quasi-static loading conditions [12–14]. Zhao and Gary used split Hopkinson viscoelastic pressure bar for dynamic test of aluminium honeycomb structure under out-of-plane and in-plane loads. The results showed that out-of-plane crushing behaviour was affected by the loading rate and the mean crushing pressure was nearly the same for impact velocities from 2 to 28 m/s [15]. Deshpande and Fleck and Hou et al. considered that micro-inertia was the reason for the increase of the out-of-plane crushing strength of aluminium honeycombs from Zhao’s results [16, 17]. On the other hand, Zhou and Mayer suggested that the air trapped in the honeycomb cells could be the main reason for the increased crush strength [13]. Hou et al. studied the mechanics behaviour of a series of aluminium honeycombs with different cell sizes under quasi-static and impact loadings, and performed a comprehensive numerical constitutive law with rate insensitive to model the experimental results for different cell size/wall thickness/base material [17]. Khan et al. investigated in-plane and out-of-plane crushing properties of the aluminium honeycomb with digital image correlation (DIC). Results from DIC showed that the deformation nucleated from the shear band at 45° in the sample [18]. Mohr and Doyoyo performed uniaxial compression experiments on aluminium honeycomb to investigate localization of deformation in cellular materials and proposed three mechanism of the nucleation and propagation of plastic collapse bands in aluminium honeycomb: (I) uncrushed material with deformation-induced imperfections; (II) crushed material containing folded cell walls; (III) an active interface between the uncrushed and crushed regions [9, 10]. Xu et al. and Alavi Nia and Sadeghi studied the effect of strain rate on the behaviours of hexagonal honeycombs experimentally [19, 20]. Hong et al. investigated the quasi-static and dynamic crushing behaviour of aluminium 5052-H38 honeycombs under compression dominant combined loads and nonproportional compression dominant combined loads experimentally. Based on the experimental results, a macroscopic yield criterion as a function of the impact velocity was proposed [21–23].
Sandwich panel/beam structure with honeycomb core is identified as one of the potential protective structures. Many works have been carried out to study the dynamic response and energy absorption capacity of honeycomb sandwich beams and panels. Hazizan and Cantwell investigated the low velocity impact response of two aluminium honeycomb sandwich structures by conducting drop weight impact tests. A simple energy-balance model based on the dissipation of the incident energy of the projectile was constructed [24]. Lee et al. also investigated impact behaviour of aluminium honeycomb sandwich panels by a drop weight test setup. They developed dynamic nonlinear transient analysis which was carried out by a finite element simulation model based on continuum damage mechanics to account for nonlinear and elastoplastic behaviour [25]. Crupi et al. studied two types of aluminium honeycomb sandwiches under static and impact loading and investigated the failure mode and damage of the honeycomb panels with 3D computed tomography [26]. Ivañez and Sanchez-Saez investigated the response of sandwich beams with honeycomb core subjected to low velocity impact numerically. Good agreement, in terms of contact-force histories, energy histories, absorbed energy, and failure of the sandwich beam, was achieved between experimental data and numerical results [27].
In summary, lots of studies about aluminium honeycombs have been carried out. However, most of them focused on crushing properties and buffering properties of single honeycomb or sandwich panel/beam with single honeycomb core. There are relatively few studies which have been done to investigate the shock absorption properties of combined aluminium honeycomb. In this work, the shock absorption properties of two kinds of combined aluminium honeycomb buffers are studied experimentally. In order to quantitatively assess the shock absorption ability, a testing platform is design, on which combined aluminium honeycomb buffers and six groups of acceleration sensors are mounted. The vibration signals of six test points are recorded when the buffer is impacted by a bullet driven by high pressure gas. The spectral accelerations (within 4 kHz and 8 kHz) are calculated using the spectral analysis method. In addition, compression properties of the two combined aluminium honeycomb samples and one single aluminium honeycomb sample are tested under quasi-static state. Based on the experimental results, the absorbed energy is calculated to discuss the reason of reducing vibration.
2. Experimental Design
The aluminium honeycomb used in the study is a commercial product. Base material of the honeycomb is aluminium alloy 3003, which is one of Al-Mn series alloys. The chemical composition and mechanical properties of aluminium alloy 3003 is listed in Tables 1 and 2, respectively [30].
Chemical composition of aluminium alloy 3003 (wt %).
Mn
Fe
Si
Cu
Zn
Others(1)
Al
Each
Total
1.0~1.5
0.70 max.
0.60 max.
0.05~0.20
0.10 max.
0.05
0.15
Remainder
Note(1): other chemical compositions include Mg, Cr, Ti, V, Pb, Bi, Ni, B, and Zr.
Physical and mechanics properties of aluminium alloy 3003.
Density (g/cm3)
Young’s modulus (GPa)
Poisson’s ratio
Tensile strength (MPa)
Yield strength (MPa)
2.73
69
0.33
200
185
Two kinds of aluminium honeycombs with hexagonal cell are selected, as shown in Figure 1. One aluminium honeycomb is with single wall thickness t=0.04 mm and side-length d=1.8 mm, which is called A honeycomb. The other is with d=1.0 mm, t=0.03 mm, which is called B honeycomb. In the experiments, the specimens of A and B honeycomb are machined with outside diameter of 29.5 mm and inside diameter of 9.5 mm by wire-cut electrical discharge machining (WEDM). The thickness dimensions of A honeycomb specimens are 8.0 mm, 10.0 mm, and 12.5 mm, respectively; the ones of B honeycomb specimens are 4.5 mm and 2.5 mm. We assume that the aluminium honeycomb buffers are all with total thickness 12.5 mm; two groups of combined honeycomb buffers (8 mm A + 4.5 mm B, 10 mm A + 2.5 mm B) and one single honeycomb buffer (12.5 mm A) are suitable. The specimens are shown in Figure 2.
Aluminium honeycomb core geometry.
Structural configuration
Dimensions of a honeycomb cell
Aluminium honeycombs specimens.
10 mm A + 2.5 mm B
8 mm A + 4.5 mm
12.5 mm A
A testing platform is designed to assess the shock absorption of aluminium honeycomb, as shown in Figure 3(a). The platform is made of 2024 aluminium alloy, whose dimensions are 600 mm × 600 mm × 20 mm. In order to protect the main platform, an additional thin aluminium alloy sheet with dimensions of Φ18 mm × 2 mm is mounted on the centre of the platform. In the experiments, the aluminium honeycomb samples were pasted on the centre of the aluminium alloy sheet. The platform was hung by a pair of rubber belts fixed on two angles of the platform, which could insure that the platform moves freely when it was impacted by the bullet. In the tests, the platform was perpendicular to the ground, and axial direction of the specimen pasted on the centre of the platform was right consistent with impact direction of the bullet. A bullet with mass of 45.7 g is processed, whose diameter of raised section is 30.0 mm, as shown in Figure 3(a). Six test points are selected to monitor the vibration response, whose location is indicated in Figure 3(b). Three acceleration sensors along X,Y,Z directions are installed on each point.
Experimental setup.
Testing platform
Location of test points
The collection system of acceleration signals consists of acceleration sensors, charge amplifier, antialiasing filter, and digital oscillographs. The resonance frequency of acceleration sensor is 40 kHz; low pass filter of charge amplifier is set as 10 kHz; sample rate of oscillograph is set as 100 kS/s.
A typical acceleration histories record is shown in Figure 4(a). Based on the data, the shock response spectrum (SRS) is calculated with the use of fast Fourier transform (FFT), as shown in Figure 4(b). Then the acceleration maximum in time domain can be extracted from Figure 4(a); the acceleration maximum in spectral domain and corresponding frequency can be extracted from Figure 4(b). Since the shock response spectrum covers a wide range of frequencies, a certain frequency range is normally limited in practical use. In the study, the frequency range within 8 kHz and 4 kHz is concerned. In this work, the impact velocity of the bullet is controlled at around 30.0 m/s.
Typical experimental results.
Acceleration versus time
Acceleration versus frequency
3. Results and Discussion
The impact experiments of three aluminium honeycomb buffers (as shown in Figure 2) were carried out with the impact velocity of around 30 m/s. According to the above steps (in Section 2), the shock response spectrum curves were calculated. Then the maximum accelerations (absolute) in time domain, and the one in spectral domain were extracted from the curves. The corresponding data of combined honeycomb buffer (8 mm A + 4.5 mm B) are listed in Table 3.
Experimental results of combined honeycombs 8 mm A + 4.5 mm B.
Location and direction
Max. absolute in time domain (g)
Shock spectral domain (within 8 kHz)
Shock spectral domain (within 4 kHz)
Max. (g)
Corresponding frequency (Hz)
Max. (g)
Corresponding frequency (Hz)
1Z
667
891
3592
891
3592
2X
210
543
3805
543
3805
2Y
133
410
7611
93
3805
2Z
400
1117
7611
729
3805
3X
182
463
7184
319
3805
3Y
272
335
7184
182
3390
3Z
594
967
3805
967
3805
4X
241
321
7611
315
3805
4Y
171
211
7184
93
3805
4Z
508
1019
3592
1019
3592
5X
225
523
7611
216
3390
5Y
177
508
7611
194
3390
5Z
839
1146
7611
1046
3805
6X
276
668
3805
668
3805
6Y
124
272
7611
82
3805
6Z
515
1067
3592
1067
3592
As in Table 3, one can see that the acceleration maximums at each test point all appear on the Z direction which is consistent with the direction of impact loading. In the study, maximums of the shock spectrum from all the testing points were considered as the representation of shock level in each test. 2~4 repeated experiments for each specimen were carried out in the tests. Comparing the maximum of the shock spectrums of repeated tests, the conclusion is obtained that the scatter of maximum acceleration is within ±15%, as in Table 4. As a result, all maximums of the shock spectrums for different buffers are shown in Figure 5. As in Figure 5, one can see that the maximum acceleration in each test point appears on the impact direction (Z-direction), which is the one we focus on. Comparing the six groups of results along Z-direction, the conclusion can be obtained that black and red bars are all shorter than green bars. These show that the shock absorption of combined honeycomb buffer is better than that of single honeycomb buffer. The buffer of combined honeycomb 8 mm A + 4.5 mm B is the most appropriate among them. The typical specimens after impact loading are presented in in Figure 6. The residual thickness of the specimen and the impact velocity of bullet in each experiment are listed in Table 5. As in Table 5, the residual thickness of 8 mm A + 4.5 mm B buffer is biggest, which means the energy absorptivity is highest.
The scatter of maximum acceleration of combined honeycombs 10 mm A + 2.5 mm B.
Honeycomb
Number
Impact velocity (m/s)
Max. (g)
Corresponding frequency (Hz)
Location and direction
10 mm A + 2.5 mm B
1
29.3
998
3805
6Z
2
29.3
1061
7611
6Z
3
29.3
1239
4795
5Z
4
30.2
1330
6781
6Z
Average
—
—
1157
—
—
Experimental parameters of honeycomb specimens.
Honeycomb
Number
Impact velocity (m/s)
Residual thickness (mm)
10 mm A + 2.5 mm B
1
29.3
2.84
2
29.3
2.57
3
29.3
2.79
4
30.2
2.63
8 mm A + 4.5 mm B
1
29.1
3.81
2
29.1
3.38
12.5 mm A
1
28.3
2.71
2
30.3
2.58
3
29.2
2.52
Contrasts of maximum acceleration at different points and directions.
Within spectral domain 8 kHz
Within spectral domain 4 kHz
Samples after impact tests.
10 mm A + 2.5 mm B
8 mm A + 4.5 mm B
12.5 mm A
In order to investigate the energy absorption properties of the aluminium honeycomb, compression responses of three types of honeycombs were tested with the use of material test machine under quasi-static state (with displacement control of 2.0 mm/min). The typical results are shown in in Figure 7. If the difference between dynamic compression properties and quasi-static compression properties is ignored, absorbed energy of the aluminium honeycomb buffers during the compression process can be analysed.
Compressive curves of three aluminium honeycomb buffers.
In the tests, total energy (Etotal) is kinetic energy of the bullet:(1)Etotal=12mv2,where m is mass of the bullet and v is impact velocity.
Absorbed energy (Eabsorbed) by the honeycomb specimens is calculated from the stress-displacement curves (as shown in in Figure 7), (2)Eabsorbed=S∫0l0-lresidualσdl,where S is section area of the specimen which is considered as constant; l0 and lresidual are the initial and residual thickness of honeycomb specimens, respectively; σ is stress.
Then residual energy (Eresidual) is (3)Eresidual=Etotal-Eabsorbed.
The results of absorbed energy are listed in Table 6. From the table, one can see the mean residual energy of combined honeycomb buffer (8 mm A + 4.5 mm B) is the least. The conclusion is consistent with that from the shock response spectrum results. Moreover, when the cushion material is composed of different thickness honeycomb samples, the compression stress of 8 mm A + 4.5 mm B buffer is characterized by step-shaped increase, which maybe is beneficial to lower the shock vibration.
Absorbed energy of different honeycomb buffers.
Honeycomb
Number
Total energy (J)
Absorbed energy (J)
Residual energy (J)
Mean residual energy (J)
10 mm A + 2.5 mm B
1
19.62
4.59
15.03
15.18
2
19.62
4.90
14.71
3
19.62
4.65
14.97
4
20.84
4.84
16.00
8 mm A + 4.5 mm B
1
19.35
4.52
14.83
14.51
2
19.35
5.16
14.19
12.5 mm A
1
18.30
3.98
14.32
15.49
2
20.98
4.11
16.86
3
19.48
4.18
15.30
4. Conclusions
The shock absorption properties of aluminium honeycomb buffers were tested. In the experiments, two combined aluminium honeycomb buffers (8 mm A + 4.5 mm B and 10 mm A + 2.5 mm B) and one single aluminium honeycomb buffer were impacted at velocity of around 30 m/s. An aluminium alloy testing platform with the dimensions of 600 m × 600 mm × 20 mm was used. The aluminium honeycomb buffer was mounted at the centre of the platform, and six groups of acceleration sensors were mounted around the centre. The acceleration response curves of three experiments were obtained. Then the corresponding shock spectrum curves were calculated with the use of fast Fourier transform (FFT). Moreover, the compression properties of three kinds of buffers were tested under quasi-static state, and the energy absorption properties were analysed. The results show that (1) the shock absorption of combined aluminium honeycomb buffer is better than that of single aluminium honeycomb buffer; (2) combined aluminium honeycomb (8 mm A + 4.5 mm B) buffer is beneficial to smooth the stress and lower the energy applied to the testing platform.
In this work, only a limited number of combined aluminium honeycomb buffers are tested. The more appropriate combination should be found if more experiments are tried. However, the experimental method and results in this paper provide an intuitionistic cognition to the shock absorption of combined aluminium honeycomb structures. Furthermore, some potential applications of the combined aluminum honeycomb such as being designed as buffer in bus, ship, train, and so forth can be expected in the future.
Conflict of Interests
The authors declare that there is no conflict of interests regarding the publication of this paper.
Acknowledgment
This work was funded by National Natural Science Foundation of China (Grants no. 11132012 and no. 11172328).
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