载荷方向扰动范围对规避无支撑结构的影响
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华东交通大学机电与车辆工程学院

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国家自然科学基金项目


Effect of load direction disturbance range on avoiding unsupported structures
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    摘要:

    针对确定对称载荷条件下拓扑优化获得的无支撑结构不能满足实际工程需求的问题,研究将载荷方向的不确定性纳入结构的优化设计中,分析其对规避无支撑结构的影响。研究使用区间变量表征载荷方向上的不确定性,利用泰勒公式求解最敏感加载条件下的灵敏度,使用SIMP模型以及MMA算法对连续体结构进行稳健性设计。优化结果表明,考虑载荷方向不确定性的结构优化可有效规避无支撑结构;不确定对称载荷条件下,结构柔度随扰动范围增大而呈上升趋势,结构呈对称性;不确定非对称载荷条件下,非对称载荷对结构柔度影响显著,结构非对称特性随扰动范围差异的增加趋于明显。

    Abstract:

    The unsupported structure obtained by topology optimization under the condition of deterministic symmetric load can not meet the actual engineering requirements. The uncertainty of load direction was incorporated into the structural optimization design. And its influence on the avoidance of unsupported structure was analyzed. This paper uses interval variables to represent the uncertainty of the load direction, uses Taylor formula to solve the sensitivity under the most sensitive loading condition, and uses SIMP model and MMA algorithm to design the robustness of continuum structure. The optimization results show that the structural optimization considering the uncertainty of load direction can effectively avoid unsupported structures. Under uncertain symmetric loading conditions, the structural compliance shows an upward trend with the increase of the disturbance range. And the structure shows symmetry. Under uncertain asymmetric loading conditions, the influence of asymmetric loading on structural compliance is significant, and the structural asymmetry characteristics tend to be more obvious with the increase in the variability of disturbance ranges.

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  • 收稿日期:2025-07-28
  • 最后修改日期:2025-10-02
  • 录用日期:2025-10-09
  • 在线发布日期: 2026-06-05
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