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Limit State Method Based Finite Element Analysis on the Long-Span Bridge Structure

机译:大极限桥梁结构基于极限状态法的有限元分析

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This paper analyzed the application characters of limit state method on the strength design. In terms of specific operating conditions of a long-span overhead crane and "Crane design specifications (2008 )", rational load coefficients are selected. Finite element model with the main girder, end beam and a variety of supporting stiffeners was established for the overall bridge structure. The above operating conditions and load coefficients were used to calculate the static stiffness, static strength and modes of the bridge structure, and the design of the bridge structure was analyzed and evaluated. In addition, some key problems of limit state method based finite element method were discussed.
机译:分析了极限状态法在强度设计中的应用特点。根据大跨度桥式起重机的特定操作条件和“起重机设计规范(2008)”,选择合理的载荷系数。针对整个桥梁结构,建立了具有主梁,端梁和各种支撑加劲肋的有限元模型。利用上述工作条件和载荷系数计算桥梁结构的静刚度,静强度和模态,并对桥梁结构的设计进行了分析和评估。此外,还讨论了基于极限状态法的有限元方法的一些关键问题。

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