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既有结构混凝土受弯构件正截面承载力校核
引用本文:胡杰,张华智.既有结构混凝土受弯构件正截面承载力校核[J].黄石理工学院学报,2007,23(3):49-51.
作者姓名:胡杰  张华智
作者单位:黄石理工学院土木建筑工程学院,湖北,黄石,435003
摘    要:既有建筑物钢筋混凝土受弯构件,经检测通常存在超筋和少筋的现象,其承载能力是否满足要求,现有的教材中,没有提出明确的校核方法.根据钢筋混凝土受弯构件的实际工作情况和应力-应变关系,提出了其正截面承载力校核的方法,从而为其准确确定加固方案,或在可靠性和安全性评估中准确为其定级,提供了理论依据和计算方法.

关 键 词:超筋梁  少筋梁  承载力校核  应力  应变  既有结构混凝土  受弯构件  正截面  承载力校核  Component  Bending  Bearing  Capacity  Check  Reinforced  Concrete  Structure  Existed  Section  计算方法  理论  定级  评估  安全性  加固方案  应变关系  应力
文章编号:1008-8245(2007)03-0049-03
修稿时间:2006-12-08

Check on the Bearing Capacity of the Bending Component's Normal Section of Existed Structure of Reinforced Concrete
Hu Jie,Zhang Huazhi.Check on the Bearing Capacity of the Bending Component''''s Normal Section of Existed Structure of Reinforced Concrete[J].Journal of Huangshi Institute of Technology,2007,23(3):49-51.
Authors:Hu Jie  Zhang Huazhi
Institution:School of Civil Engineering, Huangshi Institute of Technology, Huangshi Hubei 435003
Abstract:In the teaching materials in existence, there is no definite checking method of the bearing capacity of the bending component in the existed structure of reinforced concrete. Through measurement, reinforced concrete bending member usually has the problem of excessive or inadequate steel. According to the real working condition and the relation of the stress - strain, this paper puts forward the check method of normal section bearing capacity, thus help define the strengthening scheme accurately, or provide theoretical foundation and computing technology for defining the level of it in the assessment of dependability and security.
Keywords:excessive steel  inadequate steel  bearing capacity check  stress  strain
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