With technology of FRP reinforced concrete beams is applied in domain of the civil engineering, it attracts more and more scholars to study it.
随着FRP加固钢筋混凝土梁的技术在土木工程领域已经得到日益广泛的应用，越来越多的学者对此进行研究。
In this paper, a nonlinear elastic model to predict stress-strain relationship of circular concrete columns confined with fiber reinforced polymer (FRP) laminates is developed.
在本文中，作者建立了FRP约束混凝土圆形柱应力-应变关系的非线性弹性模型。
FRP (fibre reinforced polymer) debonding is one of the major failure modes for reinforced concrete beams shear-strengthened with external FRP strips.
FRP剥离是外贴frp抗剪加固混凝土梁主要的破坏模式之一。
The bearing capacity and ductility of rectangular concrete column wrapped with fiber reinforced polymer (FRP) can be greatly increased.
FRP约束矩形混凝土柱可显著地提高混凝土的承载力和延性。
The bearing capacity and ductility of rectangular concrete column wrapped with fiber reinforced polymer (FRP) can be greatly increased.
FRP约束矩形混凝土柱可显著地提高混凝土的承载力和延性。
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