Plate reinforced concrete beams: experimental work

被引：21

作者：

Subedi, NK ^{[1
]}

Baglin, PS ^{[1
]}

机构：

[1] Univ Dundee, Dept Civil Engn, Dundee DD1 4HN, Scotland

来源：

ENGINEERING STRUCTURES | 1999年 / 21卷 / 03期

基金：

英国工程与自然科学研究理事会;

关键词：

shear; steel; concrete; composite beam; plate reinforcement;

D O I：

10.1016/S0141-0296(97)00171-5

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Encased plate construction utilises a concrete-steel composite beam section designed to resist high sheer loading. Thirty five simply supported plate reinforced concrete beams have been loaded to failure in a total of 49 tests. The developments in detailing to prevent premature failure, the design of a suitable plate anchorage system, in addition to the effects of the shear span and other parameters on the sheer capacity of the sections, an discussed in detail. Flexural shear, diagonal splitting and shear compression types of shear span failure are reported and the failure mechanism described. (C) 1998 Elsevier Science Ltd. All rights reserved.

引用

页码：232 / 254

页数：23