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横向预应力加固板梁桥的有限元分析
引用本文:金花,孙立功.横向预应力加固板梁桥的有限元分析[J].石家庄铁道学院学报,2010,23(1):70-73,77.
作者姓名:金花  孙立功
作者单位:陕西铁路工程职业技术学院,陕西,渭南,714000 
摘    要:针对板梁桥的常见病害形式,采用了横向预应力加固技术并对板梁桥加固前、后建立了有限元模型。通过分析其荷载横向分布规律证明采用横向预应力技术加固板梁桥效果显著。

关 键 词:板梁桥  横向预应力  加固  荷载横向分布

FEM Analysis of Plate Girder Bridge Transversely Strengthened by Pre-stress
Jin Hua,Sun Ligong.FEM Analysis of Plate Girder Bridge Transversely Strengthened by Pre-stress[J].Journal of Shijiazhuang Railway Institute,2010,23(1):70-73,77.
Authors:Jin Hua  Sun Ligong
Institution:Jin Hua,Sun Ligong(Shanxi Railway Institute,Weinan 714000,China)
Abstract:Aiming at the defects of plate girder bridges,the technique of transverse pre-stressing technique is adopted and the simulated models are established.Through the analysis of the transverse distribution of loads on the plate girder bridge,it is proved that the pre-stressing strengthening measure noticeably improves the plate girder bridge.
Keywords:plate girder bridge  transversely pre-stressing  strengthening  transverse distribution of loads  
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