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。
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