Shear Capacity of Flexural Strengthened Reinforced Concrete Structures with CFRP Materials

被引：0

作者：

Finckh, Wolfgang ^{[1
]}

Zilch, Konrad ^{[1
]}

机构：

[1] Tech Univ Munich, Dept Concrete struct, D-8000 Munich, Germany

来源：

ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING | 2010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：

By enlarging the flexural capacity of reinforced concrete structures with externally bonded CRFP materials the shear behavior is also affected. To evaluate this effect shear tests on flexural strengthened reinforced concrete beams were carried out. Half of the tests were done with externally bonded CFRP-strips and the other half with near surface mounted reinforcement. Based on these tests and the EC2 approach for the shear force was checked.

引用

页码：794 / 797

页数：4

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