A numerical method for the analysis of rheologic effects in concrete bridges

被引：11

作者：

Destrebecq, JF ^{[1
]}

Jurkiewiez, B

机构：

[1] Univ Clermont Ferrand, Lermes, Clermont Ferrand, France

[2] IUT, Lergec, Strasbourg Sud, France

来源：

COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING | 2001年 / 16卷 / 05期

关键词：

D O I：

10.1111/0885-9507.00238

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

A method is presented for the numerical analysis of creep, shrinkage, and relaxation in concrete bridges. The method is based on an incremental analysis of the behavior of a viscoelastic composite member and on the use of a classic finite beam element. One of the main advantages of the method is its ability to take the structure constitution and the material behaviors into account in a very precise manner for low calculation cost-limited numbers of finite elements and calculation steps. Also, the processes of construction, prestressing, and free strain development are easily taken into account. The method is compared with test results for two prestressed concrete beams. Finally, the method is applied to the time analysis of a cable-stayed footbridge.

引用

页码：347 / 364

页数：18

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