应变能法在框架码头传力途径中的应用*
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国家科技支撑计划项目(2012BAB05B04)


Application of strain energy method in framework wharf force transmission route
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    摘要:

    基于应变能的基本原理,建立框架码头三维有限元模型,计算结构在弹性工作状态下对应5种撞击力工况的应变能。结果表明:水平力沿码头横向的主要传力途径为直接受力构件→相邻横向构件→前排或后排桩基,沿码头纵向的主要传力途径为直接受力构件→离作用位置最近的纵向构件;撞击力作用在高水位时结构储存的应变能最大,因此建议在高水位工况下进行结构稳定性验算;码头结构外围的构件应变能较大,特别是前、后排桩基、靠江侧横向构件以及与后排桩基相连纵向构件,即力主要通过码头结构的外围构件进行传递,设计中应将上述构件作为控制构件进行设计。

    Abstract:

    Based on the basic principle of strain energy,we establish the framework wharf three-dimensional finite element model and calculate the structure strain energy in the condition of flexible work of five kinds of impact forces.The results show that the main force transmission route of horizontal force along the transverse of the wharf is from the direct stressed component to the adjacent transverse components,and then the front row or back row pile foundation.The main force transmission route of horizontal force along the longitudinal direction of the wharf is from the direct stressed component to the longitudinal components closest to the acting position.The structure stores the maximum strain energy when the impact force is applied to the high water level,therefore it is proposed to check the structural stability in high water conditions;The strain energy of the peripheral components are larger,especially the front row or back row pile foundation,river-side transverse members and longitudinal member connected with the back pile.In other words,the force mainly passes through the peripheral components of wharf structure,and these components should be designed as the control components.

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彭炳力,刘明维,陈 宇,等.应变能法在框架码头传力途径中的应用*[J].水运工程,2015(12):52-58.

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  • 在线发布日期: 2015-12-16
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