英语翻译Abstract:A new equation to predict the contribution of concrete to the shear strength of fiber-reinforced polymer (FRP) reinforced concretebeams without shear reinforcement is proposed.The new equation considers the elastic modulus ratio

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英语翻译Abstract:A new equation to predict the contribution of concrete to the shear strength of fiber-reinforced polymer (FRP) reinforced concretebeams without shear reinforcement is proposed.The new equation considers the elastic modulus ratio
英语翻译
Abstract:A new equation to predict the contribution of concrete to the shear strength of fiber-reinforced polymer (FRP) reinforced concrete
beams without shear reinforcement is proposed.The new equation considers the elastic modulus ratio of the FRP bars to the steel reinforcement,
the shear span to depth ratio,and the flexural reinforcement ratio,and was developed using the results of 60 concrete beam tests.The
proposed equation more accurately predicted the results of various experiments available in the literature than the equations of an American
Concrete Institute standard,and yielded similar degrees to the equations of a Canadian Standards Association standard,despite making
somewhat higher predictions.The applicability of the proposed equation to FRP reinforced lightweight concrete beams was investigated
using 24 all-lightweight concrete beam tests.The concrete shear strengths of the FRP reinforced all-lightweight concrete beams were equivalent
to 75% of the strengths predicted by the proposed equation for normal concrete.Furthermore,with a reduction factor of 0.85,the
proposed equation also showed good results for the concrete shear strength of glass FRP (GFRP) reinforced sand-lightweight concrete panels
presented in a recently published paper.DOI:10.1061/(ASCE)CC.1943-5614.0000440.© 2013 American Society of Civil Engineers.
Author keywords:Concrete shear strength; Fiber-reinforced polymer (FRP) bar; Lightweight concrete; Shear strength correction factor.

英语翻译Abstract:A new equation to predict the contribution of concrete to the shear strength of fiber-reinforced polymer (FRP) reinforced concretebeams without shear reinforcement is proposed.The new equation considers the elastic modulus ratio
自己重新组织一下语言.
摘要：新的公式来预测混凝土纤维增强聚合物的剪切强度的贡献（FRP）钢筋混凝土
无梁抗剪钢筋的建议.新方程考虑了FRP筋到钢筋的弹性模量比,
剪跨比,和弯曲配筋率,并用60混凝土梁试验的结果开发的.该
提出的公式更准确地predicte
在文献中可用的各种实验D中的结果比美国的方程
混凝土学会标准,并取得了类似度的加拿大标准协会的标准方程,尽管做
略高的预测.建议方程式玻璃钢的适用性增强轻质混凝土梁进行了调查
使用24全轻混凝土梁试验.FRP的混凝土抗剪强度增强全轻混凝土梁分别相当于
使用建议的公式为普通混凝土预测强度的75％.此外,用0.85的折减系数,该
提出的公式也显示为玻璃钢混凝土抗剪强度的好成绩（GFRP）加固砂轻质混凝土板
呈现在最近发表的论文.DOI：10.1061 /（ASCE）CC.1943-5614.0000440.©土木工程师2013美国社会.
关键词：混凝土抗剪强度;纤维增强复合材料（FRP）杆;轻质混凝土;剪切强度的修正系数.

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