波浪作用下桩基承台结构的波浪力计算
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Wave force calculation of pile cap structure under wave action
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    摘要:

    针对一桩基承台结构,分别采用理论方法和数值模拟方法计算其在波浪作用下的结构受力,并开展物理模型试验进行对比验证。理论方法分别采用Morison公式计算下部桩基结构受力,绕射理论计算上部承台结构受力;数值模型基于Fluent求解Navier-Stokes方程,通过UDF修改源项来实现造波,建立数值水槽。计算结果表明:因没有考虑上部和下部结构间的相互影响,理论方法计算的结构受力比试验结果稍偏小;而数值模型在计算桩基、承台和整体受力时都取得了很好的计算结果,特别是有波浪在承台上越浪时,也能取得很好的结果。建议在桩基承台结构波浪力计算时使用该方法。

    Abstract:

    For a pile cap structure,the theoretical method and numerical simulation method are used to calculate the wave force under the action of waves,and the physical model test is carried out to verify the comparison.For theoretical methods,Morison formula is used to calculate the wave force of piles group,and the diffraction theory is used to calculate the wave force of cap;the numerical model is based on Fluent to solve navier-stokes equation,and the source term is modified by UDF to realize wave making,and the numerical water tank is established.The results show that the force of the structure calculated by the theoretical method is slightly smaller than that of the test result because the interaction between the upper and lower structures is not considered;however the numerical model obtained good results when calculating the pile,cap and the overall force,especially when there is wave on the cap,it can also get good results.It is commended that the numerical method should be used to calculate the wave force of pile cap structure.

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孙 冰,张昊宸,季新然,等.波浪作用下桩基承台结构的波浪力计算[J].水运工程,2019(7):49-53.

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  • 在线发布日期: 2019-07-12
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