考虑约束及初始方案的高桩墩台桩位遗传进化*
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国家重点研发计划项目(2019YFE0112500);国家自然科学基金项目(51878196、52078150)


Geneticalgorithm to optimization of pile layout of suspended structure with constraints and prior options
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    摘要:

    高桩墩台在港口工程中常用于承受船舶撞击力和系缆力等各方向作用力,合理的桩位布置是设计的重难点,通常需要兼顾拔桩力、压桩力、桩身强度、变形、现场可实施性等各方面的要求。在上述限制下,传统的设计手段通常需要多次迭代,耗时长且不一定得到满意的优化效果。针对桩位优化问题,将有限元建模计算融入到遗传算法中,以每根桩的扭角、仰角、桩顶坐标为决策变量,以经验得出的若干布置形式为初始方案,并设置内力限值、几何不干涉等约束条件,实现高桩墩台桩位布置的遗传进化,并据此编制计算软件,通过实际案例计算展示桩位优化过程。

    Abstract:

    Pile layout is the most critical design issue for the suspended structure subjected to forces of various directions(berthing force & mooring force,etc.),for which trade-off should be made among several aspects including the axial compressive and pullout force,pile strength,structural deflection and the constructability on site. Given such constraints and forces,traditional design procedure requires plenty of time-consuming iterations while the most optimized scheme is not always accessible. Therefore,to optimize the pile layout,GA(genetic algorithm)is employed with the calculation procedure of FEM embedded. Taking the horizontal & vertical angles and location of the pile top of each pile as the decision variables,utilizing several initial pile layout patterns from engineer’s judgement as the prior knowledge,and exerting the constraint condition including the limitation of internal force and no geometric interference,the evolution of pile layout is implemented,based on which a dedicated program is developed and calculating demo of a practical case is presented.

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郭隆洽,郭汝庆.考虑约束及初始方案的高桩墩台桩位遗传进化*[J].水运工程,2022(11):67-73.

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  • 在线发布日期: 2022-11-08
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