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Effect of Varying Longitudinal Reinforcement Ratios on Shear Behavior of Reinforced Concrete Beams Without Web Reinforcement
引用本文:ZHANG Chuan,CHEN Chen,ZHANG Bai-sheng. Effect of Varying Longitudinal Reinforcement Ratios on Shear Behavior of Reinforced Concrete Beams Without Web Reinforcement[J]. 保鲜与加工, 2003, 0(6): 33-38
作者姓名:ZHANG Chuan  CHEN Chen  ZHANG Bai-sheng
摘    要:Effect of varying longitudinal reinforcement ratios on shear behavior of reinforced concrete simply supported beams without web reinforcement was analyzed in this paper, with emphasis on both shear ultimate capacity and failure mode, on the basis of available testing data. Generic laws were thus obtained and codified methods, including ACI Code and China Design Code of Reinforced Concrete Structures, were evaluated as a result.

关 键 词:reinforced concrete  beam  longitudinal reinforcement ratio  shear
修稿时间:2003-08-24

Effect of Varying Longitudinal Reinforcement Ratios on Shear Behavior of Reinforced Concrete Beams Without Web Reinforcement
ZHANG Chuan,CHEN Chen,ZHANG Bai-sheng. Effect of Varying Longitudinal Reinforcement Ratios on Shear Behavior of Reinforced Concrete Beams Without Web Reinforcement[J]. Storage & Process, 2003, 0(6): 33-38
Authors:ZHANG Chuan  CHEN Chen  ZHANG Bai-sheng
Abstract:Effect of varying longitudinal reinforcement ratios on shear behavior of reinforced concrete simply supported beams without web reinforcement was analyzed in this paper, with emphasis on both shear ultimate capacity and failure mode, on the basis of available testing data. Generic laws were thus obtained and codified methods, including ACI Code and China Design Code of Reinforced Concrete Structures, were evaluated as a result.
Keywords:reinforced concrete  beam  longitudinal reinforcement ratio  shear
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