波形钢腹板PC组合连续箱梁桥有限元静力验算
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国家自然科学基金资助项目(51508150)


Static checking 0f continuous box girder bridge with corrugated steel webs PC combination bridge base on finite element Method
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    摘要:

    以已建成的某波形钢腹板PC组合三跨(50 m+80 m+50 m)连续箱梁桥为实例,按照该桥的运营情况,采用Midas/Civil软件建模及有限元分析,检验和复核这种桥型结构在三种最不利效应组合(短期效应组合、标准值组合和承载能力极限状态基本组合)下的抗弯、抗剪、抗裂、挠度以及腹板的强度变化情况。结果表明其有限元模型在三种最不利荷载组合下,结构能够很好的满足规范和设计文件的要求。

    Abstract:

    According to the example of the combination of three corrugated steel webs(50m+80m+50m) across PC continuous box girder bridgewhich has been built and used.According to the bridge after the completion of operations, the Midas/Civil Software finite element modeling was used to make inspection and review of the bending and shear, crack deflection and strength three kinds of the most adverse effects (short-term effects of the combination, and the standard combination of values and ultimate limit state the basic combination).The results show that the structure can well meet the requirements specification and design documents when its finite element model is in condition of the three most adverse effects.

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卢兰萍,李澎涛,韩亚杰,陈林.波形钢腹板PC组合连续箱梁桥有限元静力验算[J].河北工程大学自然版,2016,33(3):72-75

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  • 收稿日期:2016-03-14
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  • 在线发布日期: 2016-10-27
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