ULTIMATE STRENGTH TESTS ON STEEL BOX GIRDERS UNDER BENDING.

被引：0

作者：

Mikami, Ichizou ^{[1
]}

Morisawa, Yoshifumi ^{[1
]}

Fukuzumi, Takeshi ^{[1
]}

Yoshizawa, Atsushi ^{[1
]}

Nakamura, Tanemitsu ^{[1
]}

机构：

[1] Kansai Univ, Osaka, Jpn, Kansai Univ, Osaka, Jpn

来源：

Technology Reports of Kansai University | 1987年 / 29期

关键词：

BRIDGES; BOX GIRDER - Load Limits;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The steel box-girder tests under pure bending were carried out for three models with pi cross-section. Each model has longitudinally stiffened top flange. The overall behavior of box girders after local buckling of one component, i. e. , web-plate or flange, was carefully observed till the girder failure. It was discussed whether we could expect the additional strength due to the stress-redistribution or not, and the test result shows that the undesirable collapse occurs suddenly after the local buckling of one component.

引用

页码：175 / 192

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