Mechanical behavior of RC beams reinforced by externally bonded CFRP sheets

被引：1
|
作者：
E. Ferrier
S. Avril
P. Hamelin
A. Vautrin
机构：
[1] L2M-UCB Lyon I,Département Mécanique et Matériaux
[2] E.N.S. des Mines de Saint-Etienne,undefined
来源：
Materials and Structures | 2003年 / 36卷
关键词：
Crack Width; Concrete Beam; Grid Method; Carbon Fibre Reinforce Plastic; Beam Curvature;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
It is technologically possible to strengthen steel reinforced concrete structures by bonding externally carbon epoxy sheets. Few results exist on the mechanical behavior of strengthened structures subjected to service loads. Consequently, large safety factors are taken into account, most of all concerning the limitation of steel stresses. In order to provide a more accurate characterization of their serviceability, beams are investigated by utilizing a full-field optical measurement technique. The results lead to an original analysis of cracks growth and opening in unstrengthened and strengthened beams.
引用
收藏
页码：522 / 529
页数：7
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