Influence of reinforcement in the honeycomb structures under axial compressive load

被引:38
|
作者
Tiwari, G. [1 ]
Thomas, T. [1 ]
Khandelwal, R. P. [2 ]
机构
[1] VNIT Nagpur, Dept Mech Engn, Nagpur 440010, Maharashtra, India
[2] Oceaneering Technol, Chandigarh 160101, India
关键词
Honeycomb core; Reinforced honeycomb; Relative density; Quasi-static crushing; LOW-VELOCITY IMPACT; NUMERICAL-SIMULATION; METALLIC HONEYCOMBS; ALUMINUM HONEYCOMBS; CELL SPECIFICATIONS; CRUSH; FOAM; BEHAVIOR; SANDWICH; DENSITY;
D O I
10.1016/j.tws.2017.06.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental and numerical simulation was carried out to know the axial compression behavior of the honeycomb structure. The cell wall thickness (0.11 mm, 0.22 mm and 0.33 mm) and node length (25 mm, 37.5 mm, 50 mm) were varied keeping the cell size constant, 20 mm. The variations in uni-axial stress and strain were obtained through uniaxial tension test. The experiments regarding crushing of honeycombs were conducted on compressive testing machine whereas numerical simulations were performed through commercially available finite element code Ls-Dyna. The peak load, mean crushing load and mechanics of failure were predicted and found to be close enough with the actual results. Moreover the influence of relative density on the crushing response of the honeycomb structure was studied by inserting a reinforcement sheet of the same material (AA1100-H12) and wall thickness (0.11, 0.22 and 0.33 mm) of the honeycomb in the honeycomb cell. The addition of reinforcement increased the relative density which resulted in significant increment in crushing strength.
引用
收藏
页码:238 / 245
页数:8
相关论文
共 50 条
  • [41] The Friction Effect on Buckling Behavior of Cellular Structures Under Axial Load
    Hu, Jianying
    Zhou, Yu
    Liu, Zishun
    INTERNATIONAL JOURNAL OF APPLIED MECHANICS, 2018, 10 (02)
  • [42] ON THE INFLUENCE OF COMPRESSIVE LOAD EXCURSIONS UNDER CONDITIONS OF LOW CRACK CLOSURE
    HERMAN, WA
    HERTZBERG, RW
    JACCARD, R
    SCRIPTA METALLURGICA, 1989, 23 (08): : 1285 - 1290
  • [43] Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load
    Yang, Yuanlong
    Wang, Yuyin
    Fu, Feng
    THIN-WALLED STRUCTURES, 2014, 82 : 132 - 144
  • [44] Axial compressive behavior of stiffened square concrete-filled steel tubular stub columns under axial load
    Zheng, Xin-Zhi
    Cai, Jian
    Zheng, Xin-Hua
    Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 2013, 41 (10): : 126 - 134
  • [45] Experimental and computational studies on honeycomb sandwich structures under static and fatigue bending load
    Hussain, Muzamil
    Khan, Rafiullah
    Abbas, Naseem
    JOURNAL OF KING SAUD UNIVERSITY SCIENCE, 2019, 31 (02) : 222 - 229
  • [46] Theoretical prediction and numerical simulation of honeycomb structures with various cell specifications under axial loading
    Hanfeng Yin
    Guilin Wen
    International Journal of Mechanics and Materials in Design, 2011, 7 : 253 - 263
  • [47] Theoretical prediction and numerical simulation of honeycomb structures with various cell specifications under axial loading
    Yin, Hanfeng
    Wen, Guilin
    INTERNATIONAL JOURNAL OF MECHANICS AND MATERIALS IN DESIGN, 2011, 7 (04) : 253 - 263
  • [48] EXPERIMENTAL RESEARCH ON COMPRESSIVE PROPERTIES OF CONCRETE-FILLED RPC TUBE UNDER AXIAL LOAD
    Shan Bo
    Luo Xiaobing
    Liu Fucai
    Lai Dade
    1ST INTERNATIONAL CONFERENCE ON UHPC MATERIALS AND STRUCTURES, 2016, 105 : 576 - 584
  • [49] Alternate load test of concrete encased steel column under axial compressive force and bending
    Murata, Kiyomitsu
    Kinoshita, Masanori
    Kawai, Osamu
    Terada, Masahiro
    Quarterly Report of RTRI (Railway Technical Research Institute) (Japan), 1995, 36 (02): : 108 - 113
  • [50] Buckling of optical fiber cables under an axial compressive load during their installation in urban area
    Boulharts, H
    Billoet, JL
    LeRouzic, J
    COMMUNICATIONS CABLING - EC '97, 1997, : 291 - 298