基于有限元计算的码头凹凸缝结构配筋和防护设计
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Reinforcement and protection design for structural joints of wharves based on finite element method
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    摘要:

    由于凹凸缝为非杆件结构,不能直接依据JTS 151—2011《水运工程混凝土结构设计规范》计算结构内力,而基于连续介质力学的有限元方法则可以很好地分析钢筋混凝土结构的内部应力。运用Robot有限元软件构建模型,将整个码头简化为弹性支撑的连续梁,通过计算连续梁内力得到凹凸缝结构所受外力,进而计算凹凸缝结构内部应力分布,最后依据计算结果和相关规范对凹凸缝结构进行配筋和防护设计。该设计方法自2008年工程实际应用至今,效果良好。

    Abstract:

    As a kind of non-pole structure, internal force of structural joints of wharves can not be calculated according to Design Code for Concrete Structures of Port and Waterway Engineering (JTS 151-2011)” directly.Based on the continuous mechanism theory, the finite element method is good at analyzing the stress of reinforced concrete structure. By modeling in ROBOT, the whole wharf is simplified as a continuous beam with elastic support.Furthermore, the external force applied to structural joints and stress distribution inside the structure are calculated.The reinforcement and protection design according to results obtained and related codes are also presented. Since 2008, this design method has been applied to practical engineering with good effects.

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陈 亮,张 俊.基于有限元计算的码头凹凸缝结构配筋和防护设计[J].水运工程,2013(2):73-77.

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  • 在线发布日期: 2013-02-27
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