FINITE-ELEMENT FORMULATION FOR THE ANALYSIS OF REINFORCED FIBROUS CONCRETE BEAMS

被引：3
|
作者：
MURUGAPPAN, K [1 ]
TAN, KH [1 ]
PARAMASIVAM, P [1 ]
机构：
[1] NATL UNIV SINGAPORE,DEPT CIVIL ENGN,SINGAPORE 0511,SINGAPORE
来源：
FINITE ELEMENTS IN ANALYSIS AND DESIGN | 1994年 / 18卷 / 1-3期
关键词：
D O I：
10.1016/0168-874X(94)90091-4
中图分类号：
O29 [应用数学];
学科分类号：
070104 ;
摘要：
This payer presents the use of a finite element formulation for the analysis of reinforced steel fibre concrete beams under predominant flexure. The analysis is based on a secant stiffness formulation, using appropriate constitutive relations for cracked steel fibre concrete. Comparison with the available experimental results shows that, the analytical model predicts well the mode of failure, ultimate load and also the complete behaviour of reinforced steel fibre concrete beams.
引用
收藏
页码：67 / 74
页数：8
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