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钢-砼组合梁考虑滑移时收缩徐变应力分析
引用本文:程海根,刘建村,曾润忠. 钢-砼组合梁考虑滑移时收缩徐变应力分析[J]. 南昌大学学报(工科版), 2005, 27(2): 52-55,66
作者姓名:程海根  刘建村  曾润忠
作者单位:华东交通大学,土木建筑学院,江西,南昌,330013
摘    要:对于工程中常用的钢-砼组合梁,根据组合截面平衡和变形协调条件,利用钢和混凝土材料的本构关系,建立了关于组合梁正截面内力的微分方程,在微分方程中考虑了钢和砼之间的相对滑移、组合梁连接件刚度、混凝土收缩和徐变的综合影响.然后采用差分法求解了简支组合梁在均布荷载作用下的应力历程,并对连接件刚度、环境相对湿度等参数做了分析,分析结果表明组合梁应力分布受环境相对湿度、连接件刚度的影响.

关 键 词:组合梁 相对滑移 微分方程 差分法
文章编号:1006-0456(2005)02-0052-04

Analysis of Shrinkage and Creep Stress about Composite Box Girders Considering Relative Slippage
CHENG Hai-gen,LIU Jian-cun,ZENG Run-zhong. Analysis of Shrinkage and Creep Stress about Composite Box Girders Considering Relative Slippage[J]. Journal of Nanchang University(Engineering & Technology Edition), 2005, 27(2): 52-55,66
Authors:CHENG Hai-gen  LIU Jian-cun  ZENG Run-zhong
Abstract:A differential equation of longitudinal forces at a transverse section is constituted corresponding to the compatibility of strain and the equilibrium of forces about steel-concrete composite box girders usually used in civil engineering.In this paper the relative slippage, connectors stiffness and shrinkage & creep are considered.Finite difference method(FDM) is used to calculate a simply supported composite beam.Connectors stiffness,relative humidity and other parameters are studied.
Keywords:composite beams  relative slippage  differential equations  finite difference method
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