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Mechanical Study of Steel Bridge Pavement with Composite Asphalt Materials

机译：复合沥青材料钢桥路面的力学研究

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The mechanical analysis is applied for the steel box girder bridge with orthotropic plate and pavement by means of Finite Element Method. The interaction between steel bridge and pavement is evaluated by the three stages in calculation. The analysis is focused on the mechanical features and the influential factors of the large components (cross diaphragm) and the local components (U-shaped ribs). Considering the mechanical effects by the heavy-duty vehicle load and heavy-load with braking, the interfacial shear failure is studied as one of the main reasons of damages. Moreover, in view of this major form of damage, this paper provides the corresponding mechanical analysis of the indicators.

机译：通过有限元方法对正交异性钢箱梁桥进行了力学分析。通过计算的三个阶段来评估钢桥与人行道之间的相互作用。分析的重点是大型部件（横隔板）和局部部件（U形肋）的机械特性及其影响因素。考虑到重型车辆载荷和带制动的重型载荷的机械作用，将界面剪切破坏作为损坏的主要原因之一。此外，鉴于这种主要的损坏形式，本文对指示器进行了相应的力学分析。

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《Geohunan international conference》|2009年|P.151-157|共7页
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C. Y. Wu; Y. Li;
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中图分类道路工程;
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Mechanical Study of Steel Bridge Pavement with Composite Asphalt Materials

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