# Bionic Design of the Bumper Beam Inspired by the Bending and Energy Absorption Characteristics of Bamboo

Authors: Meng Zou; Jiafeng Song; Shucai Xu; Shengfu Liu; Zhiyong Chang
Journal: Applied Bionics and Biomechanics
 (2018)

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## Abstract

This study conducted quasistatic three-point bending tests to investigate the effect of bamboo node on the energy absorption, bending, and deformation characteristics of bamboo. Results showed that the node had a reinforcing effect on the energy absorption and bending strength of the bamboo culm subjected to bending load. The experimental results demonstrated that nodal samples (NS) significantly outperform internodal samples without node (INS). Under the three-point bending load, the main failure mode of bamboo is the fracture failure. The node also showed split and fracture prevention function obviously. Based on that, a series of bionic bumper beams were designed inspired by the bamboo node. The FEM results indicated that the performance of bionic bumpers was better than that of a normal bumper with regard to bending strength, energy absorption, and being lightweight. In particular, the bionic bumper beam has the best performance with regard to bending, energy absorption, and being lightweight compared with the normal bumper under pole impact. The characteristic of the bionic bumper beam is higher than that of the normal bumper beam by 12.3% for bending strength, 36.9% for EA, and 31.4% for SEA; moreover, there was a mass reduction of 4.9%, which still needs further optimization.


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## Body

## 1. Introduction

Structures in nature have evolved to fit their environment after millions of years of evolution. Bamboo is a kind of biological structure reinforced by nodes [1]. In terms of morphology and mechanics, bamboo has the flexibility to adapt to bending damage caused by natural forces and external load, such as wind, snow, and rain. The hollow structure and nodes play an important role in allowing the plant to achieve optimal stiffness and stability with the least material [2]. Moreover, the bamboo node is crucial to improve stiffness and stability of the slender bamboo culm during growth [3].Previous researchers have discussed that these nodes have a mechanical function, improving the stiffness and strength of the culm. For example, Shao et al. [4–6] proposed that bamboo nodes were crucial to improve stiffness and stability of the slender bamboo culm during growth. Barati and Alizadeh [7] claimed that nodes support the culm to prevent failure due to local buckling. Meng et al. [8] studied the energy absorption characteristics and material parameters of the bamboo species by drop-weight and dynamic tensile tests. The results show that the energy absorption of nodal samples is greater than that of the internode samples.For applications that require large energy absorption and bending strength, bumper beams are one of the key structures in passenger cars, which should be carefully designed and manufactured in order to achieve good impact behavior. Nowadays, some road components like roadside safety structures and vehicle safety components have been widely used [9–11], where these structures are submitted to impact loading conditions, such as the bumper and crush box. As for the bumper, there has been much research. Hosseinzadeh et al. [12] studied a commercial front bumper beam made of glass mat thermoplastic (GMT) by impact modeling using LS-DYNA, and the result shows that this kind of bumper has the advantages of being lightweight, ease of manufacturing, and reduction of production cost. Belingardi et al. [13] compare the E-Glass/epoxy pultruded bumper beam with steel and E-Glass/epoxy fabric composite beam. And the result shows that the pultruded bumper beam has comparable energy absorption capability with respect to the steel normal production solution.The design of a crashworthy bumper beam under impact load is a very challenging job because it involves geometric nonlinear, elastic-plastic deformation and nonlinear contact deformation. Creatures in nature have experienced a long process of evolution to adapt to the environment, so they tend to have a better design that allows them to adapt to a variety of conditions: their structure often has superior mechanical and multifunctional properties. Bionics of biotical creativity engineering is the application of biological methods, which is aimed at the study and design of engineering applications; it has been successfully applied in material and structure design [14]. Yu et al. [15, 16] investigated the structure and mechanical characteristics of cattle horns, then proposed that the structure feature can also be used in the crashworthiness field. Zhao et al. [17] investigated the giant water lily leaf ribs and cactus stem for their optimal framework and superior performance. Then they extracted their structural characteristics and used them in the bioinspired design of the Lin MC6000 gantry machining center crossbeam, which has better load-carrying capacity than conventional distribution. As for bamboo, Ma et al. [18] designed a bionic cylindrical structure to mimic the gradient distribution of vascular bundles and parenchyma cells. After finite-element analysis, the results show that the load-bearing capacity of a bionic shell increased by 124.8%. Inspired by the way in which the bamboo nodes and nodal diaphragms enhance the transverse strength of bamboo, Liu et al. [19] designed the nonconvex multicorner thin-walled column by adding bulkheads in the column, and it was found that the bioinspired structure outperformed the conventional structure.In this paper, bamboo samples with node and without node were studied to determine the influence of the node on the bending strength and energy absorption of bamboo. Meanwhile, the structure of bamboo nodes was investigated to study the influence of vascular bundles at the nodes on mechanical properties of the culm. Inspired by the structure of bamboo nodes and nodal diaphragms, a new excellent bumper beam named as the bionic bumper beam is proposed in this article, which is a high-strength, lightweight bumper beam.


## 2. Materials and Experiment

### 2.1. Materials

Bamboo (Phyllostachys pubescens) samples were collected from Jiangxi Province, near the middle Yuan River, which has subtropical monsoon humid weather. The bamboo was cut into three parts (upper, middle, and lower). When preparing samples with nodes, the nodes were positioned at the center of the samples. Samples with and without nodes were taken from neighboring sections of the same culm, thus giving an almost uniform thickness of samples, as shown in Figure 1(a). These samples were divided into internodal samples without node (named INS) and nodal samples (named NS), as shown in Figures 1(b) and 1(c). The bamboo samples were 3 years old and close to a complete plant with a culm of 20–70 mm in diameter. The wall thickness of the bamboo is about 7–30 mm. The bamboo samples were numbered and sealed before being carried back, then the bamboo samples were processed under the test requirements.Figure 1
(a) Sample position; (b) internodal sample without node (INS); (c) nodal sample (NS); (d) dimension of nodal samples.The dimension and number of bamboo samples are shown in Figure1(d) and Table 1. Fifteen different samples located at different parts of the bamboo culm and with a different number of nodes were investigated. The samples were named by letters and numbers. The first letter “U” stands for the upper part of the bamboo, “M” for the middle part of the bamboo, and “D” for the lower part of the bamboo; the last number stands for the number of bamboo nodes.Table 1
Structure parameters of bamboo samples (unit: mm).
Sample
Ltotal
m (g)
Dav
Tav
L1
L2
L3
L4
L5
Moisture content (%)
U0
250
124.61
41.91
4.65
250
20.81
U1
250
158.89
48.68
5.06
125
125
22.76
U2
735
442.46
44.41
5.27
145
440
150
16.18
U3
949
661.22
48.15
5.4
150
320
329
150
15.91
U4
1580
977.1
40.47
4.78
150
420
430
430
150
18.28
M0
247
247.17
58.54
5.65
247
25
M1
250
281.85
63.04
5.96
125
125
29.87
M2
658
787.37
63.4
6.61
145
363
150
31.47
M3
862
1088
65.48
6.3
150
277
285
150
28.12
M4
1425
1822.73
65.43
6.78
150
390
380
355
150
29.82
D0
232
337.7
74.55
7.55
232
25.88
D1
250
424.7
76.75
7.96
125
125
31.6
D2
545
861.18
71.12
7.79
145
250
150
20.78
D3
777
1312.32
72.12
8.07
145
230
252
150
18.4
D4
1052
1788.92
71.81
7.84
147
230
255
270
150
23.04


### 2.2. Experimental Procedure

The bamboo stem’s diameter tapers from basal to top [20, 21]. Its top has a smaller diameter than the basal. In this paper, its cross section was assumed as a hollow cylinder according to the ISO 22157-1:2004 [22, 23]. In this experiment, quasistatic three-point bending tests were performed with the Electronic Universal Testing Machine in Jilin University, model CSS-44100 with the load capacity of 20 kN and an internal displacement transducer.Figure2 shows a schematic view of the three-point bending test setup. The three-point bending test rig consists of two fixed supports and an indenter made of solid aluminum. The upper indenter was mounted to the actuator of the testing frame. The samples were placed centrally between the two fixed lower supports. A camera was mounted on the ground to obtain footage on the damage mode of samples during bending. The bamboo samples were fixed on two pivots, and the indenter compressed down with a constant bending speed of 5 mm/min. Each sample was loaded to failure, and the bending force was recorded during the bending collapse, together with the cylinder’s displacement continuously, giving a force-deflection curve of the bending process.Figure 2
Schematic illustration of the three-point bending test setup. Note: all dimensions in millimeters.In this paper, the bending strength (BS), radial energy absorption (EA), and radial specific energy absorption (SEA) were applied to evaluate the characteristic of the bamboo samples. The bending strength can be described by(1)BS=σb=3Pmaxl2bh2,where σb is the bending strength with a unit of MPa, Pmax is the maximum broken force with the unit of N, l is the span distance between the two supports with the unit of mm, h is the sample width with the unit of mm, and h is the sample height with the unit of mm.The expression of SEA [24] is shown by
(2)SEA=EAm,where m is the mass of the destroyed sample and EA [25] is the total energy absorbed by the sample, which can be obtained from
(3)EA=∫0sFsds,where F(s) is the instantaneous reacting force during bending and s is the bending displacement.


## 2.1. Materials

Bamboo (Phyllostachys pubescens) samples were collected from Jiangxi Province, near the middle Yuan River, which has subtropical monsoon humid weather. The bamboo was cut into three parts (upper, middle, and lower). When preparing samples with nodes, the nodes were positioned at the center of the samples. Samples with and without nodes were taken from neighboring sections of the same culm, thus giving an almost uniform thickness of samples, as shown in Figure 1(a). These samples were divided into internodal samples without node (named INS) and nodal samples (named NS), as shown in Figures 1(b) and 1(c). The bamboo samples were 3 years old and close to a complete plant with a culm of 20–70 mm in diameter. The wall thickness of the bamboo is about 7–30 mm. The bamboo samples were numbered and sealed before being carried back, then the bamboo samples were processed under the test requirements.Figure 1
(a) Sample position; (b) internodal sample without node (INS); (c) nodal sample (NS); (d) dimension of nodal samples.The dimension and number of bamboo samples are shown in Figure1(d) and Table 1. Fifteen different samples located at different parts of the bamboo culm and with a different number of nodes were investigated. The samples were named by letters and numbers. The first letter “U” stands for the upper part of the bamboo, “M” for the middle part of the bamboo, and “D” for the lower part of the bamboo; the last number stands for the number of bamboo nodes.Table 1
Structure parameters of bamboo samples (unit: mm).
Sample
Ltotal
m (g)
Dav
Tav
L1
L2
L3
L4
L5
Moisture content (%)
U0
250
124.61
41.91
4.65
250
20.81
U1
250
158.89
48.68
5.06
125
125
22.76
U2
735
442.46
44.41
5.27
145
440
150
16.18
U3
949
661.22
48.15
5.4
150
320
329
150
15.91
U4
1580
977.1
40.47
4.78
150
420
430
430
150
18.28
M0
247
247.17
58.54
5.65
247
25
M1
250
281.85
63.04
5.96
125
125
29.87
M2
658
787.37
63.4
6.61
145
363
150
31.47
M3
862
1088
65.48
6.3
150
277
285
150
28.12
M4
1425
1822.73
65.43
6.78
150
390
380
355
150
29.82
D0
232
337.7
74.55
7.55
232
25.88
D1
250
424.7
76.75
7.96
125
125
31.6
D2
545
861.18
71.12
7.79
145
250
150
20.78
D3
777
1312.32
72.12
8.07
145
230
252
150
18.4
D4
1052
1788.92
71.81
7.84
147
230
255
270
150
23.04


## 2.2. Experimental Procedure

The bamboo stem’s diameter tapers from basal to top [20, 21]. Its top has a smaller diameter than the basal. In this paper, its cross section was assumed as a hollow cylinder according to the ISO 22157-1:2004 [22, 23]. In this experiment, quasistatic three-point bending tests were performed with the Electronic Universal Testing Machine in Jilin University, model CSS-44100 with the load capacity of 20 kN and an internal displacement transducer.Figure2 shows a schematic view of the three-point bending test setup. The three-point bending test rig consists of two fixed supports and an indenter made of solid aluminum. The upper indenter was mounted to the actuator of the testing frame. The samples were placed centrally between the two fixed lower supports. A camera was mounted on the ground to obtain footage on the damage mode of samples during bending. The bamboo samples were fixed on two pivots, and the indenter compressed down with a constant bending speed of 5 mm/min. Each sample was loaded to failure, and the bending force was recorded during the bending collapse, together with the cylinder’s displacement continuously, giving a force-deflection curve of the bending process.Figure 2
Schematic illustration of the three-point bending test setup. Note: all dimensions in millimeters.In this paper, the bending strength (BS), radial energy absorption (EA), and radial specific energy absorption (SEA) were applied to evaluate the characteristic of the bamboo samples. The bending strength can be described by(1)BS=σb=3Pmaxl2bh2,where σb is the bending strength with a unit of MPa, Pmax is the maximum broken force with the unit of N, l is the span distance between the two supports with the unit of mm, h is the sample width with the unit of mm, and h is the sample height with the unit of mm.The expression of SEA [24] is shown by
(2)SEA=EAm,where m is the mass of the destroyed sample and EA [25] is the total energy absorbed by the sample, which can be obtained from
(3)EA=∫0sFsds,where F(s) is the instantaneous reacting force during bending and s is the bending displacement.


## 3. Mechanical Properties of Bamboo under Three-Point Bending Test

### 3.1. Structure Analysis

The changing rules of internodal distance and diameter along the growth direction of bamboo are shown in Figure3, which illustrates that bamboo nodes appear at a changing interval along the stem.Figure 3
The distribution of internodal distance and diameter along the culm.According to the internodal distance along the growth direction of bamboo, the internodal distance shows a normal distribution. After nonlinear fitting regression, these data can be described by (4), which illustrates that the number of nodes at both ends is larger than that in the middle part of the bamboo.For the bamboo’s diameter, as shown in Figure3, the diameter decreased linearly approximately along the direction of the growth, and it can also describe the mathematical model (5) by data fitting. All those facts demonstrate that bamboo is a changeable cone-shaped tubular structure.
(4)y1=−2836+3146∗e−2∗x−23.6/115.42,(5)y2=91−1.62∗x,where x is the number of bamboo nodes, y1 is the internodal distance, and y2 is the diameter of the bamboo.


### 3.2. Three-Point Bending Tests

For the samples with an odd number of nodes, the indenter pressed on the node, and the indenter pressed in the middle of two nodes for the samples with an even number of nodes. The inner span was adjusted so as to always have at least two nodes in the central portion of the sample.Figure4 shows the failure mode of bamboo samples under the load of bending. When the bamboo was loaded to failure, it almost failed by splitting along its length. This is due to the fibrous structure, which makes the material much stronger in the longitudinal direction than in the transverse direction, and then split into 4 pieces. At this time, the bearing capacity reduced rapidly until compression was completed. When the load was removed after the bending test, the sample could restore a little distance, which indicated that bamboo has good elasticity and toughness. The bamboo damage was mainly brittle failure, and it almost would not produce scattered debris.Figure 4
Bending test process: (a) without node, (b) one node, and (c) three nodes.
(a)
(b)
(c)A significant global buckling mode was observed in Figure4: a sectional crushing zone and several cracks. The localised crack subsequently led to a reduced cross-sectional area, which was associated with the decreasing load-carrying capacity after the local crack occurred at a small deflection.


### 3.3. Effect of the Existence of a Node on Bending and Energy Absorption

The experimental force-deflection curves and final broken modes under quasistatic three-point bending conditions for NS and INS are given in Figures5 and 6. The result shows that these curves have significant differences depending on the broken modes. There are several peak points on these two curves (PF1, PF2, PF3, and PF4), and the force of the samples is linear elastic at the beginning of loading stages.Figure 5
Displacement vs force of NS and INS.Figure 6
Diagram of cracks and the section view of broken samples with zero, single, and three nodes.
(a)
Diagram of cracks
(b)
The sectional view of INS
(c)
The sectional view of NSIn the subsequent loading stages, when the curves reached the Peak Force1 (PF1), two cracks occurred in the direction parallel to the indenter due to the brittle fracture behavior in compression, just like the four “1/4 cracks” in Figure6(a). The two “1/4 cracks” in Figure 6(b) propagated throughout the INS, which led to a great breakage. However, due to the existence of the node in NS, where the fibers are thick and diverge from their longitudinal orientations, as shown in Figure 7, the two “1/4 cracks” in Figure 6(c) appeared at the two pivot points firstly, leading to a slow force increase in Figure 5, and the culm of NS did not break completely.Figure 7
The sectional and electron macroscopic views of the internal diaphragm and external ridge of a bamboo node.When the curves reached the Peak Force2 (PF2), cracks of INS appeared throughout the sample at another two “1/4 cracks” of the bamboo, and the whole culm broke completely, leading to a rapid force drop. However, the bamboo wall cracked in the vicinity of the bamboo node in the NS, which also led to a rapid load drop in Figure5.In the subsequent loading stages, when force reached the Peak Force3 (PF3), the remaining two “1/4 cracks” also appeared on NS, and the cracks propagated throughout the sample directly due to the bamboos already being broken.Eventually, for the last Peak Force4 (PF4), the following force of the bending is the elastic deformation stage, and the bending force started to slowly climb up to a plateau again, owing to the fact that these two kinds of bamboo samples have been divided into 4 pieces completely. Due to the fiber direction being consistent in INS, the curve went down smoothly. The bamboo fiber at the node is more and thick, which results in rising force. Then “1/8 cracks” appeared in NS, and the NS ruptured eventually.As might be expected, more cracks along the culm, like the “1/8 cracks” in Figure6(a), were observed in NS due to the bamboo node. Therefore, multiple cracks were formed instead of a single penetrating crack, resulting in a higher load-carrying capacity than that of the INS.Figure5 shows that the force of the NS has four peak points (PF1/PF2/PF3/PF4), while the INS only has two peak points (PF1/PF2). The energy absorption of the sample is the integration of force during the compression process. According to Figure 8, NS (with 1 node) is 56.7% higher than INS (with 0 node) with regard to energy absorption. Moreover, NS is 31.4% higher with regard to specific energy absorption and 78.8% higher with regard to bending strength than INS. At the same time, according to the crack in Figure 6, the cracking mode and crack number of the two samples are different. INS only has 3 cracks, and the third crack didn't split entirely, while the NS has 4 cracks, which splited entirely. The additional fracture may be the result of the connection of the node, which caused the extra destruction point and then improved the bending strength and energy absorption characteristics. This suggested that the antibending ability of the node part in the intact culm was enforced by swelling of local tissues at the bamboo node.Figure 8
Mechanical properties of samples with a different number of nodes under bending load: EA, SEA, and BS.
(a)
(b)
(c)


### 3.4. Effect of the Number of Nodes on Bending and Energy Absorption

According to the above analysis, the existence of the bamboo node enhances the radial restraint force of the bamboo wall and restrains the fracture’s extension, so as to improve the resistance to bending and the energy-absorbing ability.Figure8 shows the energy absorption and bending properties of the samples with different nodes and in different parts of the bamboo. For the upper samples, they are slender with large internodal distances. As a result, the nodes deviating off the loading point were so difficult to destroy which absorbed more energy, resulting in the bending strength being the biggest by 11.1 MPa among them. With the increase in the number of nodes, the length and mass of the samples had a greater increase and specific energy absorption decreased gradually. Because of the node’s compact structure, which is close to the solid structure, the bending strength increased gradually. As for the middle samples, they have larger internodal distances and wall thicknesses. The more nodes and bigger mass caused the decline of specific energy absorption. Moreover, due to the small internodal distance, the bending strength was getting larger. In the lower part of the culm, there were small internodal distances and large wall thicknesses and mass. With the increase of the number of nodes, the specific energy absorption decreased, while the bending strength was getting larger because of the short internodal distance.According to Figure8, for each part of the bamboo, there was a clear tendency showing that bamboo samples with a higher number of nodes achieved a stronger stabilization of the cross section during the bending process. For example, in the case of the lower part of the bamboo, as shown in Figure 8, the bamboo node provided the culm with lateral support to force the plastic deformation to propagate towards adjacent parts. And more nodes can improve the flexural strength but lower the specific energy absorption.The quantitative comparison between the NS and INS clearly indicates that the antibending and energy absorption ability of the bamboo sample can be significantly improved by the bamboo node. Moreover, it is evident that the number of bamboo nodes and structure size parameters significantly affect the antibending and energy absorption ability, which means that the antibending and energy absorption ability increase with the number of bamboos. For example, D4 reached nearly 3.3 and 1.8 times higher bending strength and energy absorption, respectively, than D1.


## 3.1. Structure Analysis

The changing rules of internodal distance and diameter along the growth direction of bamboo are shown in Figure3, which illustrates that bamboo nodes appear at a changing interval along the stem.Figure 3
The distribution of internodal distance and diameter along the culm.According to the internodal distance along the growth direction of bamboo, the internodal distance shows a normal distribution. After nonlinear fitting regression, these data can be described by (4), which illustrates that the number of nodes at both ends is larger than that in the middle part of the bamboo.For the bamboo’s diameter, as shown in Figure3, the diameter decreased linearly approximately along the direction of the growth, and it can also describe the mathematical model (5) by data fitting. All those facts demonstrate that bamboo is a changeable cone-shaped tubular structure.
(4)y1=−2836+3146∗e−2∗x−23.6/115.42,(5)y2=91−1.62∗x,where x is the number of bamboo nodes, y1 is the internodal distance, and y2 is the diameter of the bamboo.


## 3.2. Three-Point Bending Tests

For the samples with an odd number of nodes, the indenter pressed on the node, and the indenter pressed in the middle of two nodes for the samples with an even number of nodes. The inner span was adjusted so as to always have at least two nodes in the central portion of the sample.Figure4 shows the failure mode of bamboo samples under the load of bending. When the bamboo was loaded to failure, it almost failed by splitting along its length. This is due to the fibrous structure, which makes the material much stronger in the longitudinal direction than in the transverse direction, and then split into 4 pieces. At this time, the bearing capacity reduced rapidly until compression was completed. When the load was removed after the bending test, the sample could restore a little distance, which indicated that bamboo has good elasticity and toughness. The bamboo damage was mainly brittle failure, and it almost would not produce scattered debris.Figure 4
Bending test process: (a) without node, (b) one node, and (c) three nodes.
(a)
(b)
(c)A significant global buckling mode was observed in Figure4: a sectional crushing zone and several cracks. The localised crack subsequently led to a reduced cross-sectional area, which was associated with the decreasing load-carrying capacity after the local crack occurred at a small deflection.


## 3.3. Effect of the Existence of a Node on Bending and Energy Absorption

The experimental force-deflection curves and final broken modes under quasistatic three-point bending conditions for NS and INS are given in Figures5 and 6. The result shows that these curves have significant differences depending on the broken modes. There are several peak points on these two curves (PF1, PF2, PF3, and PF4), and the force of the samples is linear elastic at the beginning of loading stages.Figure 5
Displacement vs force of NS and INS.Figure 6
Diagram of cracks and the section view of broken samples with zero, single, and three nodes.
(a)
Diagram of cracks
(b)
The sectional view of INS
(c)
The sectional view of NSIn the subsequent loading stages, when the curves reached the Peak Force1 (PF1), two cracks occurred in the direction parallel to the indenter due to the brittle fracture behavior in compression, just like the four “1/4 cracks” in Figure6(a). The two “1/4 cracks” in Figure 6(b) propagated throughout the INS, which led to a great breakage. However, due to the existence of the node in NS, where the fibers are thick and diverge from their longitudinal orientations, as shown in Figure 7, the two “1/4 cracks” in Figure 6(c) appeared at the two pivot points firstly, leading to a slow force increase in Figure 5, and the culm of NS did not break completely.Figure 7
The sectional and electron macroscopic views of the internal diaphragm and external ridge of a bamboo node.When the curves reached the Peak Force2 (PF2), cracks of INS appeared throughout the sample at another two “1/4 cracks” of the bamboo, and the whole culm broke completely, leading to a rapid force drop. However, the bamboo wall cracked in the vicinity of the bamboo node in the NS, which also led to a rapid load drop in Figure5.In the subsequent loading stages, when force reached the Peak Force3 (PF3), the remaining two “1/4 cracks” also appeared on NS, and the cracks propagated throughout the sample directly due to the bamboos already being broken.Eventually, for the last Peak Force4 (PF4), the following force of the bending is the elastic deformation stage, and the bending force started to slowly climb up to a plateau again, owing to the fact that these two kinds of bamboo samples have been divided into 4 pieces completely. Due to the fiber direction being consistent in INS, the curve went down smoothly. The bamboo fiber at the node is more and thick, which results in rising force. Then “1/8 cracks” appeared in NS, and the NS ruptured eventually.As might be expected, more cracks along the culm, like the “1/8 cracks” in Figure6(a), were observed in NS due to the bamboo node. Therefore, multiple cracks were formed instead of a single penetrating crack, resulting in a higher load-carrying capacity than that of the INS.Figure5 shows that the force of the NS has four peak points (PF1/PF2/PF3/PF4), while the INS only has two peak points (PF1/PF2). The energy absorption of the sample is the integration of force during the compression process. According to Figure 8, NS (with 1 node) is 56.7% higher than INS (with 0 node) with regard to energy absorption. Moreover, NS is 31.4% higher with regard to specific energy absorption and 78.8% higher with regard to bending strength than INS. At the same time, according to the crack in Figure 6, the cracking mode and crack number of the two samples are different. INS only has 3 cracks, and the third crack didn't split entirely, while the NS has 4 cracks, which splited entirely. The additional fracture may be the result of the connection of the node, which caused the extra destruction point and then improved the bending strength and energy absorption characteristics. This suggested that the antibending ability of the node part in the intact culm was enforced by swelling of local tissues at the bamboo node.Figure 8
Mechanical properties of samples with a different number of nodes under bending load: EA, SEA, and BS.
(a)
(b)
(c)


## 3.4. Effect of the Number of Nodes on Bending and Energy Absorption

According to the above analysis, the existence of the bamboo node enhances the radial restraint force of the bamboo wall and restrains the fracture’s extension, so as to improve the resistance to bending and the energy-absorbing ability.Figure8 shows the energy absorption and bending properties of the samples with different nodes and in different parts of the bamboo. For the upper samples, they are slender with large internodal distances. As a result, the nodes deviating off the loading point were so difficult to destroy which absorbed more energy, resulting in the bending strength being the biggest by 11.1 MPa among them. With the increase in the number of nodes, the length and mass of the samples had a greater increase and specific energy absorption decreased gradually. Because of the node’s compact structure, which is close to the solid structure, the bending strength increased gradually. As for the middle samples, they have larger internodal distances and wall thicknesses. The more nodes and bigger mass caused the decline of specific energy absorption. Moreover, due to the small internodal distance, the bending strength was getting larger. In the lower part of the culm, there were small internodal distances and large wall thicknesses and mass. With the increase of the number of nodes, the specific energy absorption decreased, while the bending strength was getting larger because of the short internodal distance.According to Figure8, for each part of the bamboo, there was a clear tendency showing that bamboo samples with a higher number of nodes achieved a stronger stabilization of the cross section during the bending process. For example, in the case of the lower part of the bamboo, as shown in Figure 8, the bamboo node provided the culm with lateral support to force the plastic deformation to propagate towards adjacent parts. And more nodes can improve the flexural strength but lower the specific energy absorption.The quantitative comparison between the NS and INS clearly indicates that the antibending and energy absorption ability of the bamboo sample can be significantly improved by the bamboo node. Moreover, it is evident that the number of bamboo nodes and structure size parameters significantly affect the antibending and energy absorption ability, which means that the antibending and energy absorption ability increase with the number of bamboos. For example, D4 reached nearly 3.3 and 1.8 times higher bending strength and energy absorption, respectively, than D1.


## 4. Bionic Design and Analysis

### 4.1. Bionic Bumper Beam Design

The above three-point bending test result proved that the bending and energy absorption ability of bamboo was affected by the node structure. Thin-walled metallic beams are widely applied as structural components in various engineering fields, especially in moving vehicles such as automobiles, ships, and aircrafts. Their performance under accidental impact or loading events is therefore of interest to the researchers for occupant safety considerations. In particular, the bumper beam is the primary energy absorption component in car-pole impact. In such crash scenarios, this component absorbs kinetic energy during bending collapse. At the same time, as the important components in the field of vehicle collision, the bending strength and energy absorption characteristics of the bumper beam are particularly important. At present, it is noted that in most cases, the bumper energy absorber system is mostly designed with some composite materials and normal structures for their high-energy absorption capability [12, 13, 26, 27]; however, in the energy absorber field of bionic design, there is still little research. For example, Zou et al. [28] designed a bionic tube composed of 1 bionic node and 3 bionic inner tubes with 18, 9, and 4 bionic elements in each inner tube. Numerical results indicated that the bionic design enhances the specific energy absorption of tubes.Based on the above research on the relationship between bending and energy absorption properties and structural parameters of bamboo, the bamboo node and changeable diameter play an important role in the process of bending and energy absorption. Inspired from the way by which the bamboo nodes and nodal diaphragms enhance the transverse strength of bamboo, a series of bumper beams were proposed for improving the energy absorption property under the principle of bionic design.Figure9 is the design idea for the bionic bumper beam, and the bionic rib is simulated by the bamboo node, which plays the role of reinforcing the strength of the bumper like the bamboo node.Figure 9
The design idea of the Bionic1 and Bionic2 bumper beams.For theBionic1 bumper beam, the beam comprised four panels. These panels located at the front/rear and top/bottom formed a beam with rectangle-shaped profiles. The distance between the front and rear panels was changing according to the changing rules of the bamboo diameter in (1). The distance is getting larger from both sides to the middle part, which gradually increases from D2 to D1, as shown in Figures 10(a) and 10(b) and Table 2.Figure 10
The diagram of bionic bumper beams.
(a)
Top views of the Bionic1, Bionic2, and Normal beams
(b)
3D diagrams of the Bionic1, Bionic2, and Normal beams
(c)
Shaft side view and partial view of Bionic3 and Bionic4Table 2
Structure parameter of bionic bumpers (mm).
Parameter
Normal
Bionic1
Bionic2
Bionic2S
Bionic3
Bionic4
L
1200
1200
1200
1200
1200
1200
H
80
80
80
80
—
—
L1
—
—
52
52
80
80
L2
—
—
76
76
50
50
L3
—
—
88
88
—
—
L4
—
—
100
100
—
—
L5
—
—
85
85
—
—
R
—
—
—
—
1400
1400
R0
1400
1400
1400
1400
—
—
R1
—
—
—
—
30
—
R2
—
—
—
—
—
15
D1
50
50
50
50
—
—
D2
50
25
25
25
—
—
T
—
—
—
—
2
2
T0
2
2
2
2
2
2
T1
—
—
2
1
—
—
m (kg)
1.635
1.509
1.705
1.555
1.47
2.04Because of that, the cavity structure has difficulty in bearing the large load and absorbing higher energy, and the bamboo node can improve the bending performance of the bamboo. Therefore, on the basis of theBionic1 bumper beam, the Bionic2 bumper beam was designed with the same cross-sectional dimension with a reinforcing bionic rib to solve the problem of low strength and utilization rate of the structure. These ribs were distributed like the bamboo node along the culm. The distance between two adjacent ribs was determined by the model of (2). At the same time, a Bionic2S was designed, in which thickness T1 of the bionic rib is thinner than that of Bionic2. The top view and size parameters of Bionic1 and Bionic2 are as shown in Figures 10(a) and 10(b) and Table 2. For the design of the bionic rib, as shown in Figure 11(a), the section view of the bamboo node shows that there is an internal and external ridge at the node. By engineering treatment, a simplified bionic stiffener rib was designed according to the structure of the bamboo node, which contains one stiffener rib and inner chamfer connected to the panels all around, as shown in Figure 11(b).Figure 11
Simplified engineering design of the bionic rib according to the structure of the bamboo node.
(a)
The section view of the bamboo node
(b)
The top section view of the bionic stiffener ribFor comparison purposes, one kind of bumper with no rib, which is namedNormal, was also investigated as a reference bumper beam, as shown in Figures 10(a) and 10(b) and Table 2.Due to the great changes in mechanical properties of the bamboo which appeared at the bamboo node, the structure of the internal diaphragm plays an important role in the mechanical properties of bamboo. By engineering treatment, combined with the microscopic structure in Figure7, two kinds of the bionic bumper were designed, the Bionic3 and Bionic4 bumper beams, as shown in Figure 10(c). For these two bumper beams, a design with a reinforced stiffener plate for the structure of the node was adopted to improve the strength in the bending zone. The Bionic3 bumper beam had a single front panel and a vertical stiffener plate, while the Bionic4 bumper beam had double panels connected by a vertical stiffener plate.Figure12 shows the radius size parameters of the bamboo node section view and the inner chamfer near the corner of the node. After calculation, based on the structure parameters, the range of the inner chamfer is 8–32 mm, which can guide the design of the inner chamfer in Figure 11(b) and the internal structure of R1 and R2 of the Bionic3 and Bionic4 bumper beams in Figure 10(b). The detailed size parameters of these bumper beams are as shown in Table 2.Figure 12
The outer and inner radii taken from a longitudinal section of the culm.


### 4.2. Numerical Analysis

At present, the automotive industry deals with a large variety of crash situations. The wide variety of accidents makes it desirable to consider them in groups with basic similarities. The largest proportion of accidents, about 60%, occurs at the front of the vehicle, and of these, pole impact is an accident situation commonly seen on roads, and they also give rise to the highest portion of deaths [29]. In this paper, these 5 kinds of bumper beams were simulated under the pole impact by finite-element software. The bumper beam was completely fixed at two points on the ground, and a rigid column with the diameter of 254 mm crashes toward the bumper beam at a certain speed. The collision diagram is as shown in Figure 13.Figure 13
The schematic diagram of columnar collision.The FE models of bumper beams were built using the finite-element software “Hypermesh” and solved by LS-DYNA. The beam was modeled with the Belytschko thin shell elements, and the column was a rigid wall. To simulate the contact between the rigid column and beam, the “automatic surface to surface” contacts with static and dynamic friction coefficients of 0.3 and 0.2, respectively, were defined. An “automatic single surface” contact was defined for the contact of the beam itself during crushing. Stiffness-based hourglass control was employed to avoid a spurious zero-energy deformation mode, and reduced integration was used to avoid volumetric locking. The rigid column impacts the beam at the velocity of 10 m/s with the mass of 1000 kg.The finite-element model and material parameters of the beam are as shown in Table3. In the finite-element modeling process, the bumper beam was modeled using an elastic-plastic material constitutive model (i.e., the material model 24 in LS-DYNA). The rate-dependent effect was neglected due to the insensitivity of aluminum alloy to the relatively low strain rate.Table 3
Finite-element model parameters.
Model parameters
Parameter values
Element size
5 mm
Density of the material
2.7e−6kg/mm3
Elastic modulus
70 GPa
Yield strength
0.25 GPa
Poisson’s ratio
0.3
Collision mass
1000 kg
Collision speed
10 m/s


### 4.3. Results and Discussion

The deformation mode and stress pattern of 5 bumpers for pole impact are as shown in Figure14. They have different deformation styles. For the Normal bumper, due to the hollow structure, a large folding with a “V” shape appeared at the middle impacting point. And the stress was mainly located at the rear flat and middle crushing point; as for the Bionic1 bumper, the distance between the front and rear flats is short; as a result, the angle of the folding scale was large but the area was small, and the stress was mainly located at the two pivot points and middle crushing point; due to the existence of the bionic rib structure in the Bionic2/Bionic2S bumper beams, the strength of the beam gets stronger and the rib can make the beam more stable. The folding almost fit the rigid column at the impacting points, and the stress distributed in the whole beam uniformly.Figure 14
The deformation, enlarged partial view, and von Mises of the bumper’s pole impact.The bumper beams ofBionic3 and Bionic4 are mainly made of flat and radial plates; thus, the main deformation is the laceration of the flat and radial plates. The Bionic3 has a perfect folding, fitting the rigid column completely, which benefits from the flat front plate that is easy to fit. The rear radial plate plays an important role in the process of crushing according to the stress distribution; because the Bionic4 has a double plate and lower rib angle, the folding was much tighter, and the stress distributed uniformly.According to the deformation and stress distribution of the bionic and normal bumpers, the utilization of structure was low during the crushing owing to the hollow structure ofNormal and Bionic1 bumpers. However, the Bionic2 bumper has the bionic rib, which made its deformation complicated and difficult. For the Bionic3 and Bionic4 bumper beams, the main deformation was the laceration. Therefore, the deformation and stress distribution of bionic bumpers were better than those of the normal bumper beam.Figure15 shows the curves of force vs displacement for five bumpers. Table 4 has the detailed bending and energy absorption properties of five bumpers. During the crushing distance of 200 mm, the force curves increased to the initial peak force firstly and then dropped down when the bumper was broken. Finally, the force increases again for bending and laceration.Figure 15
The force curve vs displacement for five bumpers.Table 4
The impact performance parameters of the bumpers.
BS (MPa)
EA (kJ)
SEA (kJ/kg)
Normal
50.23
0.97
0.593
Bionic1
44.53
0.96
0.636
Bionic2
56.39
1.328
0.779
Bionic2S
56.04
1.282
0.824
Bionic3
55.99
1.06
0.72
Bionic4
87.68
1.89
0.926The force curve of theNormal bumper is steady, which is in accordance with the deformation; Bionic1 has the same variation range with Normal, and the difference between them is small, while the force of the Bionic1 bumper is lower than that of the Normal bumper for the tight structure at two sides, because the structure size of Bionic1 at the two sides is diminished, and the mass is smaller. Therefore, the SEA of the Bionic1 bumper is higher than that of the Normal bumper by 7.3% but 11.3% lower than BS. For the Bionic2, the bionic rib made the force increase a lot, which is higher than that of the Normal and Bionic1. The characteristic of Bionic2 is higher than that of Normal by 12.3% for BS, 36.9% for EA, and 31.4% for SEA. Moreover, the Bionic2 is higher than that of Bionic1 by 26.6% for BS, 38.3% for EA, and 22.5% for SEA, indicating that the bionic rib has a great effect on the properties of the bumper beam. As for the Bionic2S bumper beam, the bending strength and energy absorption are slightly lower than those of the Bionic2 bumper beam. However, the mass of the Bionic2S bumper beam is lower than that of the Bionic2 and Normal bumper beams, which is the lightweight effect.The initial peak force ofBionic3 is equal to that of Bionic2, but it has many large fluctuations, and the latter part of the curve tends to be jagged, indicating that the structure had unsatisfied deformation. The characteristic of Bionic3 is higher than that of Normal by 11.5% for BS, 9.3% for EA, and 21.4% for SEA. However, the Bionic4 has the highest force and initial peak force among them. The characteristic of Bionic4 is higher than that of Normal by 74.6% for BS, 94.8% for EA, and 56.2% for SEA, but the mass is the biggest one among them. Above all, it can be concluded that the bionic bumper with the best performance is the Bionic2S, which has the 4.9% mass reduction. And the Bionic2S bumper beam improved by 12.3% for BS, 36.9% for EA, and 31.4% for SEA compared to the Normal bumper beam.The above results indicated that the bionic method could improve the crashworthiness of a beam structure under certain conditions; however, the bionic structure still has some limitation, for example, the material is relatively simple and the structure is relatively complex. Further research and finite-element analyses should be conducted by coupling different materials or topological optimization.


## 4.1. Bionic Bumper Beam Design

The above three-point bending test result proved that the bending and energy absorption ability of bamboo was affected by the node structure. Thin-walled metallic beams are widely applied as structural components in various engineering fields, especially in moving vehicles such as automobiles, ships, and aircrafts. Their performance under accidental impact or loading events is therefore of interest to the researchers for occupant safety considerations. In particular, the bumper beam is the primary energy absorption component in car-pole impact. In such crash scenarios, this component absorbs kinetic energy during bending collapse. At the same time, as the important components in the field of vehicle collision, the bending strength and energy absorption characteristics of the bumper beam are particularly important. At present, it is noted that in most cases, the bumper energy absorber system is mostly designed with some composite materials and normal structures for their high-energy absorption capability [12, 13, 26, 27]; however, in the energy absorber field of bionic design, there is still little research. For example, Zou et al. [28] designed a bionic tube composed of 1 bionic node and 3 bionic inner tubes with 18, 9, and 4 bionic elements in each inner tube. Numerical results indicated that the bionic design enhances the specific energy absorption of tubes.Based on the above research on the relationship between bending and energy absorption properties and structural parameters of bamboo, the bamboo node and changeable diameter play an important role in the process of bending and energy absorption. Inspired from the way by which the bamboo nodes and nodal diaphragms enhance the transverse strength of bamboo, a series of bumper beams were proposed for improving the energy absorption property under the principle of bionic design.Figure9 is the design idea for the bionic bumper beam, and the bionic rib is simulated by the bamboo node, which plays the role of reinforcing the strength of the bumper like the bamboo node.Figure 9
The design idea of the Bionic1 and Bionic2 bumper beams.For theBionic1 bumper beam, the beam comprised four panels. These panels located at the front/rear and top/bottom formed a beam with rectangle-shaped profiles. The distance between the front and rear panels was changing according to the changing rules of the bamboo diameter in (1). The distance is getting larger from both sides to the middle part, which gradually increases from D2 to D1, as shown in Figures 10(a) and 10(b) and Table 2.Figure 10
The diagram of bionic bumper beams.
(a)
Top views of the Bionic1, Bionic2, and Normal beams
(b)
3D diagrams of the Bionic1, Bionic2, and Normal beams
(c)
Shaft side view and partial view of Bionic3 and Bionic4Table 2
Structure parameter of bionic bumpers (mm).
Parameter
Normal
Bionic1
Bionic2
Bionic2S
Bionic3
Bionic4
L
1200
1200
1200
1200
1200
1200
H
80
80
80
80
—
—
L1
—
—
52
52
80
80
L2
—
—
76
76
50
50
L3
—
—
88
88
—
—
L4
—
—
100
100
—
—
L5
—
—
85
85
—
—
R
—
—
—
—
1400
1400
R0
1400
1400
1400
1400
—
—
R1
—
—
—
—
30
—
R2
—
—
—
—
—
15
D1
50
50
50
50
—
—
D2
50
25
25
25
—
—
T
—
—
—
—
2
2
T0
2
2
2
2
2
2
T1
—
—
2
1
—
—
m (kg)
1.635
1.509
1.705
1.555
1.47
2.04Because of that, the cavity structure has difficulty in bearing the large load and absorbing higher energy, and the bamboo node can improve the bending performance of the bamboo. Therefore, on the basis of theBionic1 bumper beam, the Bionic2 bumper beam was designed with the same cross-sectional dimension with a reinforcing bionic rib to solve the problem of low strength and utilization rate of the structure. These ribs were distributed like the bamboo node along the culm. The distance between two adjacent ribs was determined by the model of (2). At the same time, a Bionic2S was designed, in which thickness T1 of the bionic rib is thinner than that of Bionic2. The top view and size parameters of Bionic1 and Bionic2 are as shown in Figures 10(a) and 10(b) and Table 2. For the design of the bionic rib, as shown in Figure 11(a), the section view of the bamboo node shows that there is an internal and external ridge at the node. By engineering treatment, a simplified bionic stiffener rib was designed according to the structure of the bamboo node, which contains one stiffener rib and inner chamfer connected to the panels all around, as shown in Figure 11(b).Figure 11
Simplified engineering design of the bionic rib according to the structure of the bamboo node.
(a)
The section view of the bamboo node
(b)
The top section view of the bionic stiffener ribFor comparison purposes, one kind of bumper with no rib, which is namedNormal, was also investigated as a reference bumper beam, as shown in Figures 10(a) and 10(b) and Table 2.Due to the great changes in mechanical properties of the bamboo which appeared at the bamboo node, the structure of the internal diaphragm plays an important role in the mechanical properties of bamboo. By engineering treatment, combined with the microscopic structure in Figure7, two kinds of the bionic bumper were designed, the Bionic3 and Bionic4 bumper beams, as shown in Figure 10(c). For these two bumper beams, a design with a reinforced stiffener plate for the structure of the node was adopted to improve the strength in the bending zone. The Bionic3 bumper beam had a single front panel and a vertical stiffener plate, while the Bionic4 bumper beam had double panels connected by a vertical stiffener plate.Figure12 shows the radius size parameters of the bamboo node section view and the inner chamfer near the corner of the node. After calculation, based on the structure parameters, the range of the inner chamfer is 8–32 mm, which can guide the design of the inner chamfer in Figure 11(b) and the internal structure of R1 and R2 of the Bionic3 and Bionic4 bumper beams in Figure 10(b). The detailed size parameters of these bumper beams are as shown in Table 2.Figure 12
The outer and inner radii taken from a longitudinal section of the culm.


## 4.2. Numerical Analysis

At present, the automotive industry deals with a large variety of crash situations. The wide variety of accidents makes it desirable to consider them in groups with basic similarities. The largest proportion of accidents, about 60%, occurs at the front of the vehicle, and of these, pole impact is an accident situation commonly seen on roads, and they also give rise to the highest portion of deaths [29]. In this paper, these 5 kinds of bumper beams were simulated under the pole impact by finite-element software. The bumper beam was completely fixed at two points on the ground, and a rigid column with the diameter of 254 mm crashes toward the bumper beam at a certain speed. The collision diagram is as shown in Figure 13.Figure 13
The schematic diagram of columnar collision.The FE models of bumper beams were built using the finite-element software “Hypermesh” and solved by LS-DYNA. The beam was modeled with the Belytschko thin shell elements, and the column was a rigid wall. To simulate the contact between the rigid column and beam, the “automatic surface to surface” contacts with static and dynamic friction coefficients of 0.3 and 0.2, respectively, were defined. An “automatic single surface” contact was defined for the contact of the beam itself during crushing. Stiffness-based hourglass control was employed to avoid a spurious zero-energy deformation mode, and reduced integration was used to avoid volumetric locking. The rigid column impacts the beam at the velocity of 10 m/s with the mass of 1000 kg.The finite-element model and material parameters of the beam are as shown in Table3. In the finite-element modeling process, the bumper beam was modeled using an elastic-plastic material constitutive model (i.e., the material model 24 in LS-DYNA). The rate-dependent effect was neglected due to the insensitivity of aluminum alloy to the relatively low strain rate.Table 3
Finite-element model parameters.
Model parameters
Parameter values
Element size
5 mm
Density of the material
2.7e−6kg/mm3
Elastic modulus
70 GPa
Yield strength
0.25 GPa
Poisson’s ratio
0.3
Collision mass
1000 kg
Collision speed
10 m/s


## 4.3. Results and Discussion

The deformation mode and stress pattern of 5 bumpers for pole impact are as shown in Figure14. They have different deformation styles. For the Normal bumper, due to the hollow structure, a large folding with a “V” shape appeared at the middle impacting point. And the stress was mainly located at the rear flat and middle crushing point; as for the Bionic1 bumper, the distance between the front and rear flats is short; as a result, the angle of the folding scale was large but the area was small, and the stress was mainly located at the two pivot points and middle crushing point; due to the existence of the bionic rib structure in the Bionic2/Bionic2S bumper beams, the strength of the beam gets stronger and the rib can make the beam more stable. The folding almost fit the rigid column at the impacting points, and the stress distributed in the whole beam uniformly.Figure 14
The deformation, enlarged partial view, and von Mises of the bumper’s pole impact.The bumper beams ofBionic3 and Bionic4 are mainly made of flat and radial plates; thus, the main deformation is the laceration of the flat and radial plates. The Bionic3 has a perfect folding, fitting the rigid column completely, which benefits from the flat front plate that is easy to fit. The rear radial plate plays an important role in the process of crushing according to the stress distribution; because the Bionic4 has a double plate and lower rib angle, the folding was much tighter, and the stress distributed uniformly.According to the deformation and stress distribution of the bionic and normal bumpers, the utilization of structure was low during the crushing owing to the hollow structure ofNormal and Bionic1 bumpers. However, the Bionic2 bumper has the bionic rib, which made its deformation complicated and difficult. For the Bionic3 and Bionic4 bumper beams, the main deformation was the laceration. Therefore, the deformation and stress distribution of bionic bumpers were better than those of the normal bumper beam.Figure15 shows the curves of force vs displacement for five bumpers. Table 4 has the detailed bending and energy absorption properties of five bumpers. During the crushing distance of 200 mm, the force curves increased to the initial peak force firstly and then dropped down when the bumper was broken. Finally, the force increases again for bending and laceration.Figure 15
The force curve vs displacement for five bumpers.Table 4
The impact performance parameters of the bumpers.
BS (MPa)
EA (kJ)
SEA (kJ/kg)
Normal
50.23
0.97
0.593
Bionic1
44.53
0.96
0.636
Bionic2
56.39
1.328
0.779
Bionic2S
56.04
1.282
0.824
Bionic3
55.99
1.06
0.72
Bionic4
87.68
1.89
0.926The force curve of theNormal bumper is steady, which is in accordance with the deformation; Bionic1 has the same variation range with Normal, and the difference between them is small, while the force of the Bionic1 bumper is lower than that of the Normal bumper for the tight structure at two sides, because the structure size of Bionic1 at the two sides is diminished, and the mass is smaller. Therefore, the SEA of the Bionic1 bumper is higher than that of the Normal bumper by 7.3% but 11.3% lower than BS. For the Bionic2, the bionic rib made the force increase a lot, which is higher than that of the Normal and Bionic1. The characteristic of Bionic2 is higher than that of Normal by 12.3% for BS, 36.9% for EA, and 31.4% for SEA. Moreover, the Bionic2 is higher than that of Bionic1 by 26.6% for BS, 38.3% for EA, and 22.5% for SEA, indicating that the bionic rib has a great effect on the properties of the bumper beam. As for the Bionic2S bumper beam, the bending strength and energy absorption are slightly lower than those of the Bionic2 bumper beam. However, the mass of the Bionic2S bumper beam is lower than that of the Bionic2 and Normal bumper beams, which is the lightweight effect.The initial peak force ofBionic3 is equal to that of Bionic2, but it has many large fluctuations, and the latter part of the curve tends to be jagged, indicating that the structure had unsatisfied deformation. The characteristic of Bionic3 is higher than that of Normal by 11.5% for BS, 9.3% for EA, and 21.4% for SEA. However, the Bionic4 has the highest force and initial peak force among them. The characteristic of Bionic4 is higher than that of Normal by 74.6% for BS, 94.8% for EA, and 56.2% for SEA, but the mass is the biggest one among them. Above all, it can be concluded that the bionic bumper with the best performance is the Bionic2S, which has the 4.9% mass reduction. And the Bionic2S bumper beam improved by 12.3% for BS, 36.9% for EA, and 31.4% for SEA compared to the Normal bumper beam.The above results indicated that the bionic method could improve the crashworthiness of a beam structure under certain conditions; however, the bionic structure still has some limitation, for example, the material is relatively simple and the structure is relatively complex. Further research and finite-element analyses should be conducted by coupling different materials or topological optimization.


## 5. Conclusions

This work has investigated the mechanical role of the nodes in the bamboo culm under bending load. Conducting three-point bending test was attempted to determine the effect of the node on culm bending strength and energy absorption. It was concluded that the result of the present work suggests that the morphological features of the node, the internal diaphragm, and the external thickening of the culm play an important role in the mechanical properties of bamboo.The experiment result shows that the node increases the bearing area, which can be explained as an attempt to reinforce a biologically essential feature. Moreover, the microfiber of bamboo appeared thicker and to migrate. The characteristics of the samples with nodes are higher than those of the samples without nodes by 56.7% for EA, 31.4% for SEA, and 78.8% for bending strength. With the increase of the number of nodes, the bending strength is getting larger but the SEA is getting lower.The failure mode of bamboo is mainly rupturing under the bending force. Moreover, the existence of a bamboo node can hinder the propagation of internodal cracks to make up for the defect of weak opening-mode fracture toughness along interlamination.Based on the above investigation, a series of bionic bumpers were designed under the principle of bionic design. After simulation by the finite-element analysis, the result shows that the performance of the bionic bumper is better than that of the normal bumper with regard to bending strength, energy absorption, and being lightweight. TheBionic2S has the best performance. The characteristic of Bionic2S is higher than that of Normal by 12.3% for bending strength, 36.9% for EA, and 31.4% for SEA, which still need further optimization. Moreover, there was a mass reduction of 4.9% compared to the Normal bumper beam. The above research can provide reference and basis for crashworthiness of structure design.



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*Source: 8062321-2018-12-02.xml*