NUMERICAL MODELING OF CHS JOINTS WITH MULTIPLANAR DOUBLE-K CONFIGURATION

被引:70
作者
LEE, MMK
WILMSHURST, SR
机构
[1] Department of Civil Engineering, University College of Swansea, Swansea
关键词
Braces - Chord - Circular hollow section joints - Multiplanar double K configuration - Static strength;
D O I
10.1016/0143-974X(95)93899-F
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A numerical study on the static strength of CHS (circular hollow section) joints with the multiplanar double-K configuration is presented. The aim of the work was to establish a valid and accurate finite element model for an extensive parametric study and to investigate the various factors which influence static strength. These factors included modelling the effect of the weld geometry, boundary conditions at chord and brace ends, mode of loaning, chord length and material properties. The numerical results were rigorously calibrated against existing experimental data. The study has given an insight into the many aspects of elastic-plastic finite element analysis which is gradually replacing experimental testing as the main tool of research in tubular joint technology.
引用
收藏
页码:281 / 301
页数:21
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