Evolution of bending stiffness of RC beam reinforced by CFRP under fatigue loading

被引：0

作者：

Ferrier, E ^{[1
]}

Hamelin, P ^{[1
]}

Limam, A ^{[1
]}

机构：

[1] Univ Lyon 1, F-69622 Villeurbanne, France

来源：

COMPOSITES IN CONSTRUCTION | 2001年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Strengthening and rehabilitating concrete structures with carbon fiber reinforced polymer (CFRP) is becoming an increasingly popular retrofit technique. A considerable research effort has been done to understand and model the behavior of CFRP strengthened concrete beams submitted to monotonic bending, but only a few works study the long term behavior under cyclic solicitations. The objective of this study is to evaluate the fatigue behavior of concrete beams reinforced with CFRP, and submitted to four points bending.

引用

页码：351 / 354

页数：4

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