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无粘结预应力混凝土结构非线性数值分析
引用本文:刘天成,贾艳敏.无粘结预应力混凝土结构非线性数值分析[J].长沙交通学院学报,2006,22(2):8-11.
作者姓名:刘天成  贾艳敏
作者单位:1. 同济大学,土木工程学院,上海,200092
2. 东北林业大学,土木工程学院,黑龙江,哈尔滨,150040
摘    要:基于弹塑性理论,对无粘结预应力混凝土结构的非线性数值分析进行了探讨,分析了结构的材料非线性,并考虑了材料的强化作用和混凝土裂缝等因素。根据无粘结预应力混凝土结构的受力特性,考虑无粘结预应力筋与混凝土的相互作用,建立了有限元计算模型,并基于ANSYS有限元分析系统,对所建立的模型进行了全过程仿真计算,从而达到考察结构性能的目的。

关 键 词:无粘结预应力混凝土  非线性  数值分析
文章编号:1000-9779(2006)02-0008-04
收稿时间:09 7 2005 12:00AM
修稿时间:2005-09-07

Non-linear Simulation Analysis of the Unbonded Prestressed Concrete Structure
LIU Tian-cheng,JIA Yan-min.Non-linear Simulation Analysis of the Unbonded Prestressed Concrete Structure[J].Journal of Changsha Communications University,2006,22(2):8-11.
Authors:LIU Tian-cheng  JIA Yan-min
Institution:1. Collge of Civil Engineering, Tongji University,Shanghai 200092, China;2. Collge of Civil Engineering, Northeast Forestry University, Harbin 150040, China
Abstract:The non-linear analysis about unbonded prestressed concrete structure was investigated.Based on the elasticity-plastic theory,non-linear properties were studied of the material,in addition,the intensifying rules and crack model were included.Based on ANSYS program according to the characteristics of the unbonded prestressed concrete structure,the finite element model about the non-linear analysis of unbonded presturessed concrete structure,and then the full course simulating calculation was done in order to uncover the secret of the unbonded prestressed concrete structure.
Keywords:unbonded prestressed concrete  non-linear analysis  numerical analysis  
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