Ultimate strength of a double-tee tubular joint subjected to combined chord compression and brace out-of-plane bending

Ultimate strength of a double-tee tubular joint subjected to combined chord compression and brace out-of-plane bending
复制标题

DOI:
10.1243/0309324981513084
复制
发表时间:
1998-07
期刊:
The Journal of Strain Analysis for Engineering Design
影响因子:
--
通讯作者:
C. Kang;D. G. Moffat;J. Mistry
C. Kang;D. G. Moffat;J. Mistry
中科院分区:
其他
文献类型:
--
作者:
C. Kang;D. G. Moffat;J. Mistry

文献摘要

被引文献

相似文献

摘要通过试验和数值模拟,研究了弦杆轴压对承受支撑面外弯曲的双T形管节点极限承载力的影响。给出了具有不同水平弦压缩的四个实验测试的结果,以及使用非线性有限元程序进行的参数研究的结果。将计算结果与美国石油学会的DT节点设计规则进行了比较。
Abstract The effects of chord axial compression on the ultimate strength of a double-tee (DT) tubular joint subjected to brace out-of-plane bending have been studied both experimentally and numerically. The results from four experimental tests with different levels of chord compression are presented, together with the results of a parametric study using non-linear finite element procedures. The results are compared with the American Petroleum Institute's design rules for DT joints subjected to combined brace and chord loading.