靠泊油轮的高桩码头抗风性能的三维数值仿真分析
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Three dimensional numerical simulation of wind-resisting property of pile-supported wharf when berthing oil tankers
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    摘要:

    为了研究高桩码头靠泊30万t油轮时的抗强风承载力,采用ANSYS APDL和ANSYS Workbench平台,分别建立不同土体模型的三维有限元实体模型。对同一高桩码头结构进行抗风承载力计算,得到两个模型多种工况下码头结构的抗风承载力计算结果。比较了不同土体模型对高桩码头抗风承载力的影响,为现有靠泊大型船舶的高桩码头的抗风承载力验算提供了参考依据。

    Abstract:

    In order to study the wind-resisting capacity of pile-supported wharf under severe typhoon weather when berthing a 300 000 DWT oil tanker,the three-dimensional finite element solid models were establish by the APDL platform and the Workbench platform in the software ANSYS.The wind-resisting capacity of the identical pile-supported wharf structure was calculated,and the results under various working conditions were obtained by the two models.Meanwhile,it can provide a reference basis for the checking of wind-resisting capacity of existing pile-supported wharfs when berthing large ships by comparing the influence of the different soil models on the wind-resisting capacity of pile-supported wharf.

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曾庆敦,杨迟.靠泊油轮的高桩码头抗风性能的三维数值仿真分析[J].水运工程,2017(4):77-83.

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  • 在线发布日期: 2017-04-17
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