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针对重力式U型桥台开裂的结构改进及加固研究
引用本文:门广鑫,唐伟,李志军. 针对重力式U型桥台开裂的结构改进及加固研究[J]. 北方交通, 2009, 0(5)
作者姓名:门广鑫  唐伟  李志军
作者单位:辽宁省交通科学研究院,沈阳,110015;辽宁省交通勘测设计院,沈阳,110005
摘    要:介绍了三种桥台结构改进及加固方法,并利用大型有限元软件Ansys,对倒角法和预应力钢筋混凝土圈梁法进行了非线性有限元仿真模拟,分析得出此两种方法能有效的达到加固重力式U型桥台的目的.

关 键 词:重力式U型桥台  有限元分析  非线性  加固

Study of Improvement and Reinforcement of Gravity U-Type Abutment Structure
MEN Guang-xin , others. Study of Improvement and Reinforcement of Gravity U-Type Abutment Structure[J]. , 2009, 0(5)
Authors:MEN Guang-xin    others
Abstract:The paper introduces improvement and reinforcements of 3 categories of abutment structures,and makes non-linear finite element emulative simulation of chambering method and ring beam method for prestressed reinforced concrete with large-scale finite element software Analysys.Analysis gained that these two kinds of methods attain all effectively goal to reinforce gravity U-type abutment.
Keywords:Gravity U-type abutment  Finite element analysis  Non-linearity  Reinforcement  
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