Nonlinear Finite-Element Analysis for Highway Bridge Superstructures

被引：14

作者：

Fu, Kuan-Chen ^{[1
]}

Lu, Feng ^{[1
]}

机构：

[1] Univ Toledo, Dept Civil Engn, Toledo, OH 43606 USA

来源：

JOURNAL OF BRIDGE ENGINEERING | 2003年 / 8卷 / 03期

关键词：

Finite element method; Bridges; highway; Superstructures; Bridge decks; Deflection;

D O I：

10.1061/(ASCE)1084-0702(2003)8:3(173)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The most popular type of bridge in service today is the concrete deck on steel-girder composite bridge. A finite-element model is built to analyze the superstructure of this type of bridge under working load conditions. The deflections along a test bridge are computed by using this method; the results obtained are close to the experimental data. The concrete deck of the bridge is analyzed using nonlinear finite elements, of which the analytical procedure is described in detail. A comparison is also made between this method and the traditional transformed area method.

引用

页码：173 / 179

页数：7

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