05.32: Experimental and numerical study on the collapse behavior of an all-steel accordion force limiting device

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 1315-1324
Author(s):  
Maryam Poursharifi ◽  
Karim Abedi ◽  
Mohammadreza Chenaghloua
2007 ◽  
Vol 2007 (0) ◽  
pp. 520-521
Author(s):  
Hiroshi KUWAKO ◽  
Dai-Heng CHEN ◽  
Shingo OZAKI

2020 ◽  
Vol 10 (13) ◽  
pp. 4532
Author(s):  
Mohammed Mudassir ◽  
Faris Tarlochan ◽  
Mahmoud Ashraf Mansour

This paper discusses the potential of using lightweight nature-inspired cellular structured designs as energy absorbers in crashworthiness applications for electric vehicles (EV). As EVs are becoming popular with their increased battery capacity, these lightweight cellular structures have regained research interest as they may increase mileage by reducing vehicle mass in addition to protecting the battery during collisions. In this paper, a novel lightweight cellular structure for EV battery protection and crashworthiness is designed and simulated. In designing the cellular structure, four different ways of applying the shell thickness have been considered that affects the collapse behavior and the crashworthiness. A numerical study was conducted on 45 samples with varying length, shell thicknesses, and thickness application methods. Four types of shell thickness application methods were investigated: Uniform thickness, strut-wall thickness, gradient thickness, and alternate thickness. Force-displacement curves, energy absorption, specific energy absorption, and collapse behaviors are some of the metrics used for evaluating the crashworthiness of the structures. Shell thickness is found to affect both the collapse behavior and energy absorption capabilities. Energy absorption results are similar to other studies on designed cellular structures. The highest performing cellular structure is reported to have a specific energy absorption of 35kJ/kg, which is comparable to cellular structures reported in the literature.


2013 ◽  
Vol 14 (01) ◽  
pp. 1350049 ◽  
Author(s):  
B. SHEKASTEHBAND ◽  
K. ABEDI

Tensegrity structures under certain conditions may be prone to snap-through buckling. The temporary loss of equilibrium due to snap-through normally results in a dynamic force being applied to each node associated with the snap-through. This paper presents a numerical study on the progressive collapse behavior of tensegrity structures due to the buckling of struts. Emphasis is given to the dynamic nature of the coupled member and nodal snap-through effects on the overall structural behavior. Member buckling is taken into consideration by carefully following the buckling load–displacement response of the member. It is assumed that the structure is subjected only to static gravitational load. Results of the present study allow one to assess the effects of various design parameters such as self-stress levels, effective-length factor of struts and damping characteristics on the propagation of snap-through buckling in these structures. The conclusions, drawn from this study, lead to the suggestion of some guidelines and recommendations for the design of such structures.


2011 ◽  
Vol 2011 ◽  
pp. 1-9 ◽  
Author(s):  
Dai-Heng Chen ◽  
Kenichi Masuda

With respect to the collapse behavior of joints in a steel pipe truss structure, in the present study, we carry out numerical analyses using a general-purpose FEM software package on the yield strength and the stress distribution near the connection in order to obtain information on the collapse behavior and the yield strength of joints. -joint and -joint are investigated. It is found that the joint strength is proportional to the th power of thickness of a main tube for various joints with a fixed branch-to-chord diameter ratio . The index changes with and in the range of to 0.91, to 1.55 holds with smaller values corresponding to larger . A compressive axial force along the main tube will reduce the joint strength, and it is also found that the strength-reduction ratio for -joint is almost the same as that for -joint having the same and . Also, the joint strength is influenced by the span length of the main tube. The joint strength decreases as the span length increases. However, the influence is small for small .


1998 ◽  
Vol 77 (2) ◽  
pp. 473-484 ◽  
Author(s):  
M. Sampoli, P. Benassi, R. Dell'Anna,

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