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《Communications Standardization》 2006-08
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The Simulate Calculating of Pre-stressing Force Continuous Beam

SUN Dian-fu (China Railway 19th Bureau Group,Liaoyang 111000,China)  
An efficiency method for 3D simulate calculating and analysis of prestressing force bridge upside structure with the finite element software named Ansys is introduced. With the case of a certain large-scale bridge,the calculating results are listed and analyzed and it can provide technique references for the similar simulate analysis.
【CateGory Index】: U441.5
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【References】
Chinese Journal Full-text Database 2 Hits
1 XING ZHi-ming1,DENG Xue-tao2,ZENG De-rong2(1.17th Bureau of China Railway,Hebei Shijiazhuang 050016,China;2.Chongqing Jiaotong University,Chongqing 400074,China);Study on Influences of Post-Tensioning Prestress Holes on Mechanical Characteristics of Bridge Cross-Section[J];Journal of Chongqing Jiaotong University(Natural Science);2008-S1
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【Co-citations】
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10 ZHAO Jun1,2,DENG Zhi-heng2,LIN Jun2 (1.Civil Engineering Department and Architecture,Guangxi University of Technology,Liuzhou 545006,China;2.Civil Engineering Department,Guangxi University,Nanning 530004,China);Experimental study on mixture ratio design of recycled aggregate concrete[J];Journal of Guangxi University of Technology;2007-03
【Co-references】
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1 JIAN Bin,WANG Zheng-lin,BAI Shao-liang (Chongqing Jianzhu University,Chongqing,400045,China);Main factors governing moment modulation of prestressed concrete beams[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-03
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