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Paper Presentation
Assignment
Energy absorption
characteristics of bio-inspired
hierarchical multi-cell square
tubes under axial crushing
Ngoc San Ha, Thong M. Pham, Hong
Hao, Guoxing Lu
International Journal of Mechanical Sciences
201 (2021) 106464
PREVIOUS
WORK
02
METHODOLOGY
03
CONCLUSIONS
05
FUTURE WORK
06
PROBLEM
DEFINITION
01
RESULTS
04
INTRODUCTION
Energy absorbers of lightweight and high
efficiency have been intensively studied
and applied for energy absorption
applications in various engineering fields
including aerospace, civil engineering,
transportation, and nuclear reactors
“thin-walled structures with a
simple cross-section such as
circular and square are
extensively utilized as energy
absorbers due to their low cost
and being easily manufactured”
PROBLEM
DEFINITION
01
A novel bio-inspired hierarchical
multi-cell square (BHMS) tube
mimicking the hierarchical fractal
design of biological structures such
as bone, bamboo, and wheat
Finite element analysis (FEA)
Intensive simulation study
A theoretical model to predict the MCF
Previous work
Koch fractal
side fractal structures
Wang J , Zhang Y , He N , Wang CH . Crashworthiness behaviour of Koch fractal structures. Mater Des
2018;144:229–44.
Zhang Y , He N , Song X , Chen T , Chen H . On impacting mechanical behaviours of side fractal
structures. Thin-Walled Struct 2020;146:106490.
EA = 0.24 – 1.608 kJ
EA = 1.56 – 3.51 kJ
METHODOLOGY
Total Energy Absorption
E𝑡𝑜𝑡𝑎𝑙 = E𝑀−𝑇 +E𝐵−𝑇
Membrane Energy
2-panel corner elements
3-panel corner elements
4-panel corner elements
Bending Energy
The Mean Crushing
Force
The evolution of the BHMS tubes
𝑙𝑛
′ =
𝑙0
′
2𝑛
𝑡0 =
𝑡𝑟
1 +
2
2
𝑡𝑛 =
𝑡𝑟
1 + (𝑛 + 1)
2
2
Number of each element for BHMS tubes
Square
tube
Multi-
cell tube
BHMS-0 BHMS-1 BHMS-2 BHMS-3 BHMS-n
Corner 2-panel 4 4 - - - - -
3-panel - - 4 4 4 4 4
T-shape - - - - 8 32
8
𝑖=1
𝑛
(2𝑖−1
− 1)
K-shape - 4 - 4 12 28 4(2𝑛
− 1)
Criss-cross - - 1 5 9 12 4n-1
Simplified Super Folding Element (SSFE) theory
Simplified Super Folding Element
(SSFE) theory
The SSFE assumed that the wavelength
2H for each fold and wall thickness of
the tube are the same
Membrane Energy
where M0 = σ0 h2/4 is the fully plastic bending moment
per unit width, σ0 and h represents the flow stress and
wall thickness respectively
X. Zhang, H. Zhang, Theoretical and numerical investigation on the crush
resistance of rhombic and kagome honeycombs, Compos. Struct. 96
(2013) 143–152.
𝐸𝑚𝑒𝑚𝑏𝑟𝑎𝑛𝑒 = 𝜎0ℎ𝑑𝑠 = 4𝑀0∆𝑆/ℎ
𝐸𝑚
2−𝑝𝑎𝑛𝑒𝑙
=
4𝑀0𝐻2
tan 𝛼
𝑡(tan 𝛼 + 0.05 tan 𝛼)/1.1
∆𝑆 = 𝐻2 tan
𝜃
2
Membrane Energy
2-panel corner membrane energy
The model of Zhang and Zhang is adopted to consider
the influence of central angle on crush resistance of
two-panel angle element
Xiong Zhang, HuiZhang, Experimental and numerical investigation on crush resistance of
polygonal columns and angle elements Thin-Walled Structures 57 (2012) 25–36
Membrane Energy
3-panel corner membrane energy
X. Zhang, H. Zhang, Numerical and theoretical studies on energy absorption of three-panel
angle elements, Int. J. Impact Eng. 46 (2012) 23–40
𝐸𝑚
3−𝑝𝑎𝑛𝑒𝑙
= 𝐸𝑚
𝑐𝑒𝑛𝑡𝑟𝑎𝑙 𝑝𝑎𝑛𝑒𝑙
+ 𝐸𝑚
2−𝑝𝑎𝑛𝑒𝑙
𝐸𝑚
3−𝑝𝑎𝑛𝑒𝑙
=
4𝑀0𝐻2
𝑡
tan 𝛼
(tan 𝛼 + 0.05 tan 𝛼)/1.1
+ 2 tan(𝛼 2)
Membrane Energy
4-panel corner membrane energy
Tran T, Hou S, Han X, Nguyen N, Chau M . Theoretical prediction and crashworthiness optimization
of multi-cell square tubes under oblique impact loading. Int J Mech Sci 2014;89:177–93.
𝐸𝑚
4−𝑝𝑎𝑛𝑒𝑙
=
8𝑀0𝐻2
𝑡
1 +
1
cos 𝛽
𝐸𝑚
𝐾−𝑠ℎ𝑎𝑝𝑒
=
19.314𝑀0𝐻2
𝑡
𝐸𝑏 =
𝑖=1
3
𝑀0𝜃𝑖𝐿𝑐
Bending Energy
where 𝜃 is the rotation angle of
each plastic hinge, 𝑙c denotes
the total length of all flanges
𝐸𝑏 = 2𝜋𝑀0𝐿𝑐
𝛼 = 45°
𝐸𝑚
𝑐𝑜𝑟𝑛𝑒𝑟
=
7.504𝑀0𝐻2
𝑡
The Mean Crushing Force
The total energy of the BHMS is
Special case from 3-panel
𝛼 = 90°
Two right corners
Special case from 2-panel
𝛼 = 90°
𝑀𝐶𝐹. 2𝐻𝐾 = 2𝜋𝑀0𝐿𝑐 + 𝑁1𝐸𝑚
𝑐𝑜𝑟𝑛𝑒𝑟 + 𝑁2𝐸𝑚
𝑇−𝑠ℎ𝑎𝑝𝑒
+ 𝑁3𝐸𝑚
𝑘−𝑠ℎ𝑎𝑝𝑒
+ 𝑁4𝐸𝑚
𝑐𝑟𝑖𝑠𝑠−𝑐𝑟𝑜𝑠𝑠
𝐸𝑚
𝑇−𝑠ℎ𝑎𝑝𝑒
=
12.4𝑀0𝐻2
𝑡 𝐸𝑚,𝑠𝑦𝑚
𝑐𝑟𝑖𝑠𝑠−𝑐𝑟𝑜𝑠𝑠
=
16 𝑀0𝐻2
𝑡
The Mean Crushing Force
Where K is the coefficient
effective crushing distance, in this
paper, 𝐾 = 0.7 is obtained by
calculating the average value of
different folding waves of three
panels
04
RESULTS
Aluminium
alloy
Al-6063-T5
E
=
70
GPa,
𝜈=
0.3,
𝜎y
=
219
MPa
Comparison
1
The SEA of the 3rd-order BHMS tube is 178.4% higher
than that of the 0th-order BHMS tube. Compared with the
square and multi-cell square tubes, the maximum
enhancement of the SEA of the BHMS tube reaches up to
173.7% and 128.1%, respectively.
The ULC of the 3rd order BHMS tube reduces up to 88.8%
and 85.7% compared to square and multi-cell tubes. It
indicates that the BHMS tube has great potential to
improve the energy absorption than the square tube and
conventional multi-cell square tube
CONCLUSIONS
2
Future work
1. Build a structure for the vehicle
bumper based on BHMScolumn (ATC)
2. Study the manufacturability of ATC
and study this effect on energy
absorption
3. Study to introduce new materials with
lightweight and easy to manufacture
CREDITS: This presentation template was
created by Slidesgo, including icons by
Flaticon, infographics & images by Freepik
and illustrations by Storyset
THANKS
Your comments are highly appreciated

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RM presentation.pptx

  • 2. Energy absorption characteristics of bio-inspired hierarchical multi-cell square tubes under axial crushing Ngoc San Ha, Thong M. Pham, Hong Hao, Guoxing Lu International Journal of Mechanical Sciences 201 (2021) 106464
  • 4. INTRODUCTION Energy absorbers of lightweight and high efficiency have been intensively studied and applied for energy absorption applications in various engineering fields including aerospace, civil engineering, transportation, and nuclear reactors
  • 5. “thin-walled structures with a simple cross-section such as circular and square are extensively utilized as energy absorbers due to their low cost and being easily manufactured”
  • 7. A novel bio-inspired hierarchical multi-cell square (BHMS) tube mimicking the hierarchical fractal design of biological structures such as bone, bamboo, and wheat Finite element analysis (FEA) Intensive simulation study A theoretical model to predict the MCF
  • 8. Previous work Koch fractal side fractal structures Wang J , Zhang Y , He N , Wang CH . Crashworthiness behaviour of Koch fractal structures. Mater Des 2018;144:229–44. Zhang Y , He N , Song X , Chen T , Chen H . On impacting mechanical behaviours of side fractal structures. Thin-Walled Struct 2020;146:106490. EA = 0.24 – 1.608 kJ EA = 1.56 – 3.51 kJ
  • 9. METHODOLOGY Total Energy Absorption E𝑡𝑜𝑡𝑎𝑙 = E𝑀−𝑇 +E𝐵−𝑇 Membrane Energy 2-panel corner elements 3-panel corner elements 4-panel corner elements Bending Energy The Mean Crushing Force
  • 10. The evolution of the BHMS tubes 𝑙𝑛 ′ = 𝑙0 ′ 2𝑛 𝑡0 = 𝑡𝑟 1 + 2 2 𝑡𝑛 = 𝑡𝑟 1 + (𝑛 + 1) 2 2
  • 11. Number of each element for BHMS tubes Square tube Multi- cell tube BHMS-0 BHMS-1 BHMS-2 BHMS-3 BHMS-n Corner 2-panel 4 4 - - - - - 3-panel - - 4 4 4 4 4 T-shape - - - - 8 32 8 𝑖=1 𝑛 (2𝑖−1 − 1) K-shape - 4 - 4 12 28 4(2𝑛 − 1) Criss-cross - - 1 5 9 12 4n-1
  • 12. Simplified Super Folding Element (SSFE) theory
  • 13. Simplified Super Folding Element (SSFE) theory The SSFE assumed that the wavelength 2H for each fold and wall thickness of the tube are the same Membrane Energy where M0 = σ0 h2/4 is the fully plastic bending moment per unit width, σ0 and h represents the flow stress and wall thickness respectively X. Zhang, H. Zhang, Theoretical and numerical investigation on the crush resistance of rhombic and kagome honeycombs, Compos. Struct. 96 (2013) 143–152. 𝐸𝑚𝑒𝑚𝑏𝑟𝑎𝑛𝑒 = 𝜎0ℎ𝑑𝑠 = 4𝑀0∆𝑆/ℎ
  • 14. 𝐸𝑚 2−𝑝𝑎𝑛𝑒𝑙 = 4𝑀0𝐻2 tan 𝛼 𝑡(tan 𝛼 + 0.05 tan 𝛼)/1.1 ∆𝑆 = 𝐻2 tan 𝜃 2 Membrane Energy 2-panel corner membrane energy The model of Zhang and Zhang is adopted to consider the influence of central angle on crush resistance of two-panel angle element Xiong Zhang, HuiZhang, Experimental and numerical investigation on crush resistance of polygonal columns and angle elements Thin-Walled Structures 57 (2012) 25–36
  • 15. Membrane Energy 3-panel corner membrane energy X. Zhang, H. Zhang, Numerical and theoretical studies on energy absorption of three-panel angle elements, Int. J. Impact Eng. 46 (2012) 23–40 𝐸𝑚 3−𝑝𝑎𝑛𝑒𝑙 = 𝐸𝑚 𝑐𝑒𝑛𝑡𝑟𝑎𝑙 𝑝𝑎𝑛𝑒𝑙 + 𝐸𝑚 2−𝑝𝑎𝑛𝑒𝑙 𝐸𝑚 3−𝑝𝑎𝑛𝑒𝑙 = 4𝑀0𝐻2 𝑡 tan 𝛼 (tan 𝛼 + 0.05 tan 𝛼)/1.1 + 2 tan(𝛼 2)
  • 16. Membrane Energy 4-panel corner membrane energy Tran T, Hou S, Han X, Nguyen N, Chau M . Theoretical prediction and crashworthiness optimization of multi-cell square tubes under oblique impact loading. Int J Mech Sci 2014;89:177–93. 𝐸𝑚 4−𝑝𝑎𝑛𝑒𝑙 = 8𝑀0𝐻2 𝑡 1 + 1 cos 𝛽 𝐸𝑚 𝐾−𝑠ℎ𝑎𝑝𝑒 = 19.314𝑀0𝐻2 𝑡
  • 17. 𝐸𝑏 = 𝑖=1 3 𝑀0𝜃𝑖𝐿𝑐 Bending Energy where 𝜃 is the rotation angle of each plastic hinge, 𝑙c denotes the total length of all flanges 𝐸𝑏 = 2𝜋𝑀0𝐿𝑐
  • 18. 𝛼 = 45° 𝐸𝑚 𝑐𝑜𝑟𝑛𝑒𝑟 = 7.504𝑀0𝐻2 𝑡 The Mean Crushing Force The total energy of the BHMS is Special case from 3-panel 𝛼 = 90° Two right corners Special case from 2-panel 𝛼 = 90° 𝑀𝐶𝐹. 2𝐻𝐾 = 2𝜋𝑀0𝐿𝑐 + 𝑁1𝐸𝑚 𝑐𝑜𝑟𝑛𝑒𝑟 + 𝑁2𝐸𝑚 𝑇−𝑠ℎ𝑎𝑝𝑒 + 𝑁3𝐸𝑚 𝑘−𝑠ℎ𝑎𝑝𝑒 + 𝑁4𝐸𝑚 𝑐𝑟𝑖𝑠𝑠−𝑐𝑟𝑜𝑠𝑠 𝐸𝑚 𝑇−𝑠ℎ𝑎𝑝𝑒 = 12.4𝑀0𝐻2 𝑡 𝐸𝑚,𝑠𝑦𝑚 𝑐𝑟𝑖𝑠𝑠−𝑐𝑟𝑜𝑠𝑠 = 16 𝑀0𝐻2 𝑡
  • 19. The Mean Crushing Force Where K is the coefficient effective crushing distance, in this paper, 𝐾 = 0.7 is obtained by calculating the average value of different folding waves of three panels
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  • 31. 1 The SEA of the 3rd-order BHMS tube is 178.4% higher than that of the 0th-order BHMS tube. Compared with the square and multi-cell square tubes, the maximum enhancement of the SEA of the BHMS tube reaches up to 173.7% and 128.1%, respectively. The ULC of the 3rd order BHMS tube reduces up to 88.8% and 85.7% compared to square and multi-cell tubes. It indicates that the BHMS tube has great potential to improve the energy absorption than the square tube and conventional multi-cell square tube CONCLUSIONS 2
  • 32. Future work 1. Build a structure for the vehicle bumper based on BHMScolumn (ATC) 2. Study the manufacturability of ATC and study this effect on energy absorption 3. Study to introduce new materials with lightweight and easy to manufacture
  • 33. CREDITS: This presentation template was created by Slidesgo, including icons by Flaticon, infographics & images by Freepik and illustrations by Storyset THANKS Your comments are highly appreciated