Collapse behavior of thin-walled corrugated tapered tubes

被引:80
|
作者
Alkhatib, Sami E. [1 ]
Tarlochan, Faris [1 ]
Eyvazian, Arameh [1 ]
机构
[1] Qatar Univ, Coll Engn, Mech & Ind Engn Dept, POB 2713, Doha, Qatar
关键词
Axial crushing; Corrugated tapered tubes; Thin-walled structures; Collapse modes; Energy absorption; MULTIOBJECTIVE CRASHWORTHINESS OPTIMIZATION; FUNCTIONALLY GRADED FOAM; SHEET-METAL MEMBERS; ENERGY-ABSORPTION; CRUSHING ANALYSIS; SQUARE TUBES; CROSS-SECTION; AXIAL-IMPACT; DESIGN; MULTICELL;
D O I
10.1016/j.engstruct.2017.07.081
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Thin-walled structures have been widely used in energy absorption and safety applications such as automotive, due to their lightweight and progressive folding modes. This work studies the collapse behavior and energy absorption of corrugated tapered tubes (CTT) under axial crushing numerically. The tested tubular structures were impacted axially with a striker's mass that is restricted to translational motion along the structures' axes. The effect of CTT's geometric features on different performance indicators, namely the initial peak force (PF), mean crushing force (MF), energy absorption (EA) and specific energy absorption (SEA) was studied. The results showed that the amplitude of corrugation is the most influential factor on the force-displacement characteristics of CTTs. Moreover, three deformation modes were found for CTT's, and the development of a mode was mainly influenced by the corrugation's amplitude and wavelength. In addition, for the tested range of geometric features, the initial peak force was found to be reduced when corrugation is adopted, especially for longer corrugation's amplitudes and wavelengths. On the other hand, the energy absorption (EA) and specific energy absorption (SEA) were found to be reduced when corrugation is adopted. Finally, it was found that the two most influential geometric factors on the performance indicators of CTT were the corrugation's amplitude and wall thickness. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:674 / 692
页数:19
相关论文
共 50 条
  • [21] Bending collapse of thin-walled circular tubes and computational application
    Liu, Yucheng
    Day, Michael L.
    THIN-WALLED STRUCTURES, 2008, 46 (04) : 442 - 450
  • [22] Computer simulation and energy absorption of tapered thin-walled rectangular tubes
    Nagel, GM
    Thambiratnam, DP
    THIN-WALLED STRUCTURES, 2005, 43 (08) : 1225 - 1242
  • [23] Collapse Behavior of Thin-walled Cylinder Tubes Under Quasi-Static Axial Loading
    Al-Shemmary, Hayder A. H.
    Hashim, Fadhil
    Salim, Sura
    TECHNOLOGIES AND MATERIALS FOR RENEWABLE ENERGY, ENVIRONMENT AND SUSTAINABILITY (TMREES20), 2020, 2307
  • [24] Plastic collapse analysis of thin-walled circular tubes subjected to bending
    Poonaya, S.
    Teeboonma, U.
    Thinvongpituk, C.
    THIN-WALLED STRUCTURES, 2009, 47 (6-7) : 637 - 645
  • [25] Numerical simulation of the axial collapse of thin-walled polygonal section tubes
    Rossi, A
    Fawaz, Z
    Behdinan, K
    THIN-WALLED STRUCTURES, 2005, 43 (10) : 1646 - 1661
  • [26] An Analysis of Collapse Mechanism of Thin-Walled Circular Tubes Subjected to Bending
    Poonaya, Somya
    Thinvongpituk, Chawalit
    Teeboonma, Umphisak
    PROCEEDINGS OF WORLD ACADEMY OF SCIENCE, ENGINEERING AND TECHNOLOGY, VOL 26, PARTS 1 AND 2, DECEMBER 2007, 2007, 26 : 329 - 334
  • [27] Estimation of Collapse Load for Thin-Walled Rectangular Tubes Under Bending
    Chen, D. H.
    Masuda, K.
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2016, 83 (03):
  • [28] A creep collapse model for thin-walled Zircaloy-4 tubes
    Paun, VP
    REVUE ROUMAINE DE CHIMIE, 2003, 48 (11) : 903 - 906
  • [29] Estimation of Collapse Load for Thin-Walled Rectangular Tubes Under Bending
    Masuda, K. (masuda@eng.u-toyama.ac.jp), 1600, American Society of Mechanical Engineers (ASME), United States (83):
  • [30] Bending collapse of dual rectangle thin-walled tubes for conceptual design
    Bai, Jiantao
    Meng, Guangwei
    Wu, Hong
    Zuo, Wenjie
    THIN-WALLED STRUCTURES, 2019, 135 : 185 - 195