针对柔性机构的稳定性要求,基于Heaviside三场映射方案和柔顺度变化率约束措施,研究了屈曲约束下无铰链多输入多输出柔性机构柔度最小化的拓扑优化问题。首先,为解决低密度单元引起的伪屈曲模态和计算效率等问题,构建了单元刚度矩阵和...针对柔性机构的稳定性要求,基于Heaviside三场映射方案和柔顺度变化率约束措施,研究了屈曲约束下无铰链多输入多输出柔性机构柔度最小化的拓扑优化问题。首先,为解决低密度单元引起的伪屈曲模态和计算效率等问题,构建了单元刚度矩阵和应力矩阵的光滑惩罚函数,提出了解决低阶伪屈曲模态问题的综合措施。其次,结合Pian混合应力单元公式、凝聚函数法、Heaviside三场映射方案和柔顺度变化率约束措施,构建了考虑屈曲的无铰链多输入多输出柔性机构拓扑优化模型。而后,推导了目标函数和屈曲约束的灵敏度,并利用MMA(Method of Moving Asymptotes)算法进行优化求解。最后,给出的数值算例,说明了此方法的可行性和有效性。展开更多
The response statistics of a compliant offshore structure excited by slowly varying wave drift forces is calculated by use of a numerical path integral solution method. The path integral solution is based on the Ganss...The response statistics of a compliant offshore structure excited by slowly varying wave drift forces is calculated by use of a numerical path integral solution method. The path integral solution is based on the Ganss-Legendre interpolation scheme, and the values of the response probability density are obtained at the Gauss quadrature points in sub-intervals. It is demonstrated that a distinct advantage of the path integral solution is that the joint probability density of the response displacement and velocity is one of the by products of the calculations. This makes it possible to calculate the mean level up-crossing rates, which provides estimates of the exceedance probabilities of specified response levels for given time periods.展开更多
文摘针对柔性机构的稳定性要求,基于Heaviside三场映射方案和柔顺度变化率约束措施,研究了屈曲约束下无铰链多输入多输出柔性机构柔度最小化的拓扑优化问题。首先,为解决低密度单元引起的伪屈曲模态和计算效率等问题,构建了单元刚度矩阵和应力矩阵的光滑惩罚函数,提出了解决低阶伪屈曲模态问题的综合措施。其次,结合Pian混合应力单元公式、凝聚函数法、Heaviside三场映射方案和柔顺度变化率约束措施,构建了考虑屈曲的无铰链多输入多输出柔性机构拓扑优化模型。而后,推导了目标函数和屈曲约束的灵敏度,并利用MMA(Method of Moving Asymptotes)算法进行优化求解。最后,给出的数值算例,说明了此方法的可行性和有效性。
文摘The response statistics of a compliant offshore structure excited by slowly varying wave drift forces is calculated by use of a numerical path integral solution method. The path integral solution is based on the Ganss-Legendre interpolation scheme, and the values of the response probability density are obtained at the Gauss quadrature points in sub-intervals. It is demonstrated that a distinct advantage of the path integral solution is that the joint probability density of the response displacement and velocity is one of the by products of the calculations. This makes it possible to calculate the mean level up-crossing rates, which provides estimates of the exceedance probabilities of specified response levels for given time periods.