Corrugated webs in plate girders for bridges

被引：140

作者：

Johnson, RP

Cafolla, J

机构：

[1] Department of Civil Engineering, University of Warwick

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS | 1997年 / 122卷 / 02期

关键词：

Beams and girders - Steel bridges - Composite bridges - Steel structures - Buckling - Structural design - Stiffness - Shear strength - Finite element method - Mechanical testing - Bending (deformation) - Costs;

D O I：

10.1680/istbu.1997.29305

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The advantages and economic use of vertically corrugated steel webs in plate and box girders for steel or composite bridges are considered. Research on global and local buckling is reviewed and a design method is given, based partly on work on four recent bridges in France. Elastic stiffness in shear and ultimate strength are studied, based on finite-element analyses and laboratory tests. The tests are reported in a companion paper on flexural behaviour of plate girders with corrugated webs.

引用

页码：157 / 164

页数：8

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Johnson, RP ;

Cafolla, J .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1997, 122 (02) :148-156

[10]

JOHNSON RP, 1997, IN PRESS STRUCTURAL

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