Long-time concrete-composite interface characterization for reliability prediction of RC beam strengthened with FRP

被引：3

作者：

Ferrier, E ^{[1
]}

Hamelin, P ^{[1
]}

机构：

[1] Univ Lyon 1, Lab Mecan Mat, F-69622 Villeurbanne, France

来源：

MATERIALS AND STRUCTURES | 2002年 / 35卷 / 253期

关键词：

D O I：

10.1617/13691

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

It is technologically possible to strengthen steel reinforced structures by applying external bonded carbon epoxy composite. The durability and the performance of those reinforcements directly depend on the rheological behavior of concrete-composite interface. From tensile shear thermostimulated tests performed on the interface, we propose a methodology to evaluate the allowable shear stress of the interface by taking into account the effects of time and temperature.

引用

页码：564 / 572

页数：9

共 37 条

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