MAXIMUM STRENGTH OF SQUARE THIN-WALLED SECTIONS SUBJECTED TO COMBINED LOADING OF TORSION AND BENDING

被引：10
|
作者：
WHITE, GJ
GRZEBIETA, RH
MURRAY, NW
机构：
[1] Department of Civil Engineering, Monash University, Melbourne
来源：
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING | 1993年 / 13卷 / 02期
关键词：
D O I：
10.1016/0734-743X(93)90093-M
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
A closed-hat section, thin-walled steel cantilever beam was subjected to (quasi-static) combined torsional and bending loads. Test procedures and results are described in the paper. Experimental results for two series of beams with different material thicknesses were used to derive interaction equations which predict the peak load capacity of the section for any combination of bending and torsional load. Such equations may prove to be a useful design tool for automotive designers when assessing the crashworthiness of roof pillars for rollover accidents.
引用
收藏
页码：203 / 214
页数：12
相关论文
共 50 条
  • [1] TORSION AND BENDING OF BRACED THIN-WALLED OPEN SECTIONS
    ROBERTS, TM
    YEUNG, KW
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1992, 34 (05) : 333 - 344
  • [2] TORSION AND BENDING OF BRACED THIN-WALLED OPEN SECTIONS
    ROBERTS, TM
    ACHOUR, B
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (01): : 1 - 12
  • [3] IMPACT STRENGTH OF THIN-WALLED COMPOSITE STRUCTURES UNDER COMBINED BENDING AND TORSION
    MIZUKAWA, K
    FUJII, T
    ITAMI, K
    OSAKA, K
    COMPOSITE STRUCTURES, 1985, 4 (02) : 179 - 192
  • [4] A NONLINEAR-THEORY FOR THE BEHAVIOR OF THIN-WALLED SECTIONS SUBJECT TO COMBINED BENDING AND TORSION
    MOORE, DB
    THIN-WALLED STRUCTURES, 1986, 4 (06) : 449 - 466
  • [5] ULTIMATE STRENGTH OF THIN-WALLED SECTIONS UNDER COMPRESSION AND BENDING
    MOHSIN, ME
    SADEK, EA
    STRUCTURAL ENGINEER-PART B, 1981, 59 (01): : 16 - 16
  • [6] UNCOUPLED TORSION OF THIN-WALLED SECTIONS
    GRANT, C
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 1995, 209 (02) : 141 - 146
  • [7] Behavior of thin-walled square tube and tubular hat sections subjected to low velocity impact loading
    Putra, I. S.
    Dirgantara, T.
    Anh, L. H.
    Homma, H.
    Kishimoto, K.
    ADVANCES IN FRACTURE AND MATERIALS BEHAVIOR, PTS 1 AND 2, 2008, 33-37 : 387 - +
  • [8] NON-LINEAR THEORY FOR THE BEHAVIOUR OF THIN-WALLED SECTIONS SUBJECT TO COMBINED BENDING AND TORSION.
    Moore, D.B.
    1600, (04):
  • [9] Testing of high strength steel welded thin-walled RHS subjected to combined compression and bending
    Shen, Hong-Xia
    Xu, Kai-Kai
    Nie, Zi-Jun
    THIN-WALLED STRUCTURES, 2022, 179
  • [10] Testing of high strength steel welded thin-walled RHS subjected to combined compression and bending
    Shen, Hong-Xia
    Xu, Kai-Kai
    Nie, Zi-Jun
    Thin-Walled Structures, 2022, 179
12345