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For rectangular columns sufficiently confined with external FRP, the improvement of ultimate stress and stain is related to the amount of FRP and the shape and characteristics of the cross-section.
混凝土矩形柱在FRP侧向强约束作用下，极限应力、极限应变的提高系数与FRP的包裹量及截面形状、特征有关。
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。
In the end, the failure property of short axial compression columns strengthened by FRP was discussed, and so was the choosing method of index values for strengthening design.
最后文章还讨论了纤维包裹加固柱的破坏性质和抗力设计指标等取值问题。
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