Shear tests of steel plates epoxy-bonded to concrete under temperature

被引：36

作者：

Tadeu, AJB ^{[1
]}

Branco, FJFG ^{[1
]}

机构：

[1] Univ Coimbra, Fac Sci & Technol, Dept Civil Engn, P-3049 Coimbra, Portugal

来源：

JOURNAL OF MATERIALS IN CIVIL ENGINEERING | 2000年 / 12卷 / 01期

关键词：

D O I：

10.1061/(ASCE)0899-1561(2000)12:1(74)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

One of the methods used to increase the bending and shear resistance of concrete structural elements consists of the addition of steel plates, which are bonded to the original concrete element with epoxy resin. The resulting bonds behave well under the structure's normal load conditions. Nevertheless, because the bonding material used in this method is an organic compound, its strength is sensitive to an increase in temperature and may fail in the event of a fire. In this work, the behavior of the different types of concrete bonded to steel plates by epoxy resin is studied under conditions of elevated temperature and shear loading.

引用

页码：74 / 80

页数：7