Collapsing behavior of continuous rectangular panels of a deck subjected to in-plane combined loads

被引：0

作者：

Masaoka, K ^{[1
]}

Okada, H ^{[1
]}

Ueda, Y ^{[1
]}

机构：

[1] Univ Osaka Prefecture, Sakai, Osaka 591, Japan

来源：

PROCEEDINGS OF THE 10TH (2000) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL IV | 2000年

关键词：

rectangular plate; multi-freedom dependent constraint; continuous boundary; combined load; buckling; ultimate strength;

D O I：

暂无

中图分类号：

U6 [水路运输]; P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

In order to investigate a collapse behavior of ship structural elements such as panels, one separate panel may be analyzed with due consideration on its boundary conditions. In this case, the continuity between neighboring panels has to be considered in the boundary condition. Then, it becomes possible to examine accurately;the load carrying capacity of panels. In this paper, the behavior of a rectangular panel subjected to combined inplane loads is analyzed to the post-ultimate strength by imposing an appropriate boundary condition that consists of in-plane and rotational continuity conditions along edges of the panel.

引用

页码：270 / 276

页数：7

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