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国内外规范的混凝土桥梁截面竖向温度梯度模式比较
引用本文:杨佐,赵勇,苏小卒.国内外规范的混凝土桥梁截面竖向温度梯度模式比较[J].结构工程师,2010,26(1):37-43.
作者姓名:杨佐  赵勇  苏小卒
作者单位:同济大学建筑工程系,上海,200092
摘    要:收集整理了国内外桥梁设计规范的混凝土桥梁截面竖向温度梯度模式,通过具体算例对这些模式的温度效应进行了比较,并采用有限元方法对该算例的温度效应进行了时程分析。分析结果表明:不同温度梯度模式下的应力分布具有一定相似性,温度基数的取值对温度作用效应有较大影响,对于温度应力及温度挠度的计算是否可采用同一梯度模式,值得进一步研究。

关 键 词:竖向温度梯度  温度效应  温度应力  温度挠度  混凝土桥梁  

Comparison of Vertical Temperature Gradients at Cross Sections of Concrete Bridges in Bridge Design Codes of Different Countries
YANG Zuo,ZHAO Yong,SU Xiaozu.Comparison of Vertical Temperature Gradients at Cross Sections of Concrete Bridges in Bridge Design Codes of Different Countries[J].Structural Engineers,2010,26(1):37-43.
Authors:YANG Zuo  ZHAO Yong  SU Xiaozu
Affiliation:Department of Building Engineering;Tongji University;Shanghai 200092;China
Abstract:Vertical temperature gradients at cross sections of concrete bridges in bridge design codes of different countries were reviewed.Thermal effects under these models were compared through a specific example,and the temperature time-history analysis for this example was performed by the finite element method.Results show that there is a certain similarity between thermal stress distributions under different models,and the value of basis for temperature gradients has a great impact on thermal effects,further re...
Keywords:vertical temperature gradient  thermal effect  thermal stress  thermal deflection  concrete bridge  
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