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钢筋混凝土无腹筋简支梁的抗剪承载力研究
引用本文:张川,张百胜,黄建锋.钢筋混凝土无腹筋简支梁的抗剪承载力研究[J].土木与环境工程学报,2005,27(1):48-52.
作者姓名:张川  张百胜  黄建锋
作者单位:重庆大学,土木工程学院,重庆,400045
摘    要:通过对收集到的集中荷载作用下无腹筋简支梁试验数据的分析,研究了集中荷载作用下钢筋混凝土无腹筋简支梁受剪性能的主要影响因素及其规律.在此基础上,通过对比分析研究,定量评价了我国混凝土结构设计规范公式、美国ACI规范公式、以及其它两种无腹筋梁受剪承载力公式对无腹筋梁抗剪内在机制反映的准确性.

关 键 词:钢筋混凝土    受剪  纵筋率  剪跨比
文章编号:1006-7329(2005)01-0048-05
修稿时间:2004年10月25

Investigation on Shear Strength of Reinforced Concrete Beams without Web Reinforcement
ZHANG Chuan,ZHANG Bai-sheng,HUANG Jian-feng.Investigation on Shear Strength of Reinforced Concrete Beams without Web Reinforcement[J].Journal of Civil and Environmental Engineering,2005,27(1):48-52.
Authors:ZHANG Chuan  ZHANG Bai-sheng  HUANG Jian-feng
Abstract:On the basis of available testing data of simply supported reinforced concrete beams without web reinforcement under two-point concentrated loads,the dominant factors contributing to shear performance are identified,and the basic laws are correspondingly quantitatively described.The shear design equations of China Design Code of Reinforced Concrete Structures,ACI Code,together with two other expressions of shear of RC beams without web reinforcement,are thus calibrated to identify their accuracy in describing the shear mechanism of such members.
Keywords:reinforced concrete  beam  shear  longitudinal reinforcement ratio  shear-span ratio
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