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温度荷载下曲线连续梁桥的受力分析

Static analysis for a curved continuous bridge under temperature loading

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【作者】 陈宏广王平孙宗光熊保林

【Author】 CHEN Hongguang,WANG Ping, SUN zhongguang,XIONG Baolin(Faculty of Civil Engineering,Shenyang Arch. and Civ. Eng. Univ.,Shenyang,110168,China)

【机构】 沈阳建筑工程学院土木工程学院沈阳建筑工程学院土木工程学院 辽宁沈阳110168辽宁沈阳110168辽宁沈阳110168

【摘要】 介绍了曲线连续梁桥是城市立交桥中广为采用的一种形式 阐述了曲线连续梁桥荷载与结构上的复杂性以及工程中对该类桥梁的分析与设计尚存在的不足 针对深圳市某曲线连续梁桥在成桥运营两年后突发的整体滑移事故,分析了该桥在温度荷载作用下的受力特性.在充分考虑了材料特性、结构构造和温度荷载分布情况下,建立了有限元模型,基于该模型分析了各主要部分的受力,分析了曲梁与橡胶垫间的接触滑动作用.得出的结论可为进一步分析该桥的破坏机理提供依据.

【Abstract】 Curved continuous beam is widely used in city bridge structure. Due to its complexities in structure and loading, the analysis and design for this type of bridge are not sophisticated in engineering today. In view of the fact that a curved continuous bridge in Shenzhen suddenly displaced wholly after operation for two years, the static characteristics of the bridge under temperature loading are analyzed by using finite element method. A threedimensional finite method model for the bridge is developed. Based on this model, the internal forces of the main parts of the structure are calculated and the interaction behavior of curved beam and its support system are analyzed. The conclusions obtained provide a scientific base for further analysis of destructive mechanism of the bridge.

【基金】 建设部科技攻关项目;深圳市计划科技项目
  • 【文献出处】 沈阳建筑工程学院学报(自然科学版) ,Journal of Shenyang Architectural and Civil Engineering Institute , 编辑部邮箱 ,2003年04期
  • 【分类号】U441
  • 【被引频次】27
  • 【下载频次】320
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