Finite-element analysis of tested concrete connections

被引：12

作者：

Xiao, RY ^{[1
]}

O'Flaherty, T ^{[1
]}

机构：

[1] Univ Southampton, Dept Civil & Environm Engn, Southampton SO17 1BJ, Hants, England

来源：

COMPUTERS & STRUCTURES | 2000年 / 78卷 / 1-3期

关键词：

concrete connections; finite-element analysis;

D O I：

10.1016/S0045-7949(00)00075-4

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper presents both experimental behaviour and finite-element analyses of reinforced concrete slab-column connections. Testing work reported here are focused on the effect of variations of the thickness and the amount of main reinforcement in the slab. Finite-element models were then set-up to simulate the tested connections. Different numerical techniques, and models developed have been found to give a reasonably accurate simulation of the load-deflection curves, and also give a good indication of the cracking behaviour of the slabs. The finite-element model is then used for further parametric study for punching strength of the reinforced concrete slabs. (C) 2000 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.

引用

页码：247 / 255

页数：9

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