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体外预应力加固带缝简支梁加载分析
引用本文:李科,王宁,WANG Ning. 体外预应力加固带缝简支梁加载分析[J]. 低温建筑技术, 2010, 32(4): 47-48
作者姓名:李科  王宁  WANG Ning
作者单位:大庆石油学院土木建筑工程学院,黑龙江大庆,163318;大庆市规划建筑设计研究院,黑龙江大庆,163311
摘    要:运用ANSYS有限元软件对体外预应力加固的带缝简支梁进行了非线性有限元分析。模型中考虑了材料非线性、几何非线性和材料接触的影响。分析了模型在施加预应力及外载作用过程中应力、挠度的变化,并与尺寸相同的无缝简支梁进行了对比分析,可为体外预应力加固带缝简支梁在实际工程中应用提供参考。

关 键 词:体外预应力  带缝简支梁  挠度  非线性

ANALYSIS ON LOADING PROCESS OF REINFORCED CONCRETE SIMPLE SUPPORTED BEAM WITH CRACK REINFORCED BY EXTERNALLY PRESTRESSING TENDONS
LI Ke,JI Jing,WANG Ning. ANALYSIS ON LOADING PROCESS OF REINFORCED CONCRETE SIMPLE SUPPORTED BEAM WITH CRACK REINFORCED BY EXTERNALLY PRESTRESSING TENDONS[J]. Low Temperature Architecture Technology, 2010, 32(4): 47-48
Authors:LI Ke  JI Jing  WANG Ning
Affiliation:LI Ke1,JI Jing1,WANG Ning2(1.School of Civil Engineering,Daqing Petroleum Institute,Heilongjiang Daqing 163318,China,2.Daqing Design Institute of Planning & Architecture,Heilongjiang Daqing 163311,China)
Abstract:Nonlinear finite element analysis on reinforced concrete simple support beam with crack reinforced by Externally Prestressing Tendons is carried out through using ANSYS software.Geometric nonlinear,material nonlinear and material contact effects are considered in finite element model.Variation of stress and displacement is analyzed during applying prestress and loading and compared with the same dimensional simple support beam without crack.These can provide references for application of reinforced concrete...
Keywords:externally prestressing tendons  simple support beam with crack  displacement  nonlinear  
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