Modelling of SFRC using inverse finite element analysis

被引：42

作者：

Tlemat, H. ^{[1
]}

Pilakoutas, K.

Neocleous, K.

机构：

[1] Buro Happold, Birmingham, W Midlands, England

[2] Univ Sheffield, Ctr Cement & Concrete, Dept Civil & Struct Engn, Sheffield S10 2TN, S Yorkshire, England

来源：

MATERIALS AND STRUCTURES | 2006年 / 39卷 / 02期

关键词：

D O I：

10.1617/s11527-005-9010-y

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A method of inverse finite element analysis is used to determine the constitutive relationship of SFRC in tension, using primary experimental data. Based on beam bending test results and results from pull-out tests, an attempt is made to explain the physical processes taking place during the cracking stage. Basic models predicting the behaviour of SFRC in tension are proposed.

引用

页码：221 / 233

页数：13

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