Calculation on shear capacity of steel-high strength concrete joint and its numerical simulation

被引：0
|
作者：
Xue, Jian-Yang [1 ]
Gao, Xiang [1 ]
Zhao, Hong-Tie [1 ]
Chen, Zong-Ping [1 ]
机构：
[1] College of Civil Engineering, Xi'an Univ. of Arch. and Tech., Xi'an 710055, China
来源：
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2007年 / 39卷 / SUPPL. 2期
关键词：
Brittleness - Calculations - Computer simulation - Failure (mechanical) - Finite element method - Reinforced concrete - Steel;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper. By means of ANSYS program and APDL parameter program, command flow was compiled, the finite element model of steel-high strength concrete frame joint was also established. It is shown that the augment in shear capacity of the joint decreases with the increase in the brittleness of high strength concrete. Based on the analysis and present calculation method of ordinary steel reinforced concrete joint, the calculating formulae for steel-high strength concrete joint are put forward, which can give reference for engineering design.
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页码：385 / 387
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