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等效静态载荷法对高速轻载机构的影响因素研究

Influence Factors of Equivalent Static Loads Method for High-Speed Low-Load Mechanism
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摘要 等效静态载荷法(Equivalent Static Loads Method,ESLM)是一种能够解决大多数非线性动力学系统动态响应优化问题的有效方法。针对ESLM应用在高速轻载机构优化上的不足,以焊头摆杆机构拓扑优化为例,研究ESLM内循环迭代次数和体积分数约束这两个因素对优化结果的影响情况。测试结果表明:ESLM内循环迭代次数和体积分数约束是影响高速轻载机构优化的两个重要因素。为提高优化结果,使高速轻载机构获得更好的动力学性能,应该限制ESLM的内循环迭代次数,并通过试验对比来确定最优的体积分数约束。 Equivalent static loads method(ESLM)is an effective method to solve the dynamic response optimization of most nonlinear dynamic systems.In light of the disadvantages of applying ESLM to optimization of high-speed low-load mechanism,two influence factors are studied by performing a topology optimization of a bonder arm.One is the inner iteration number of ESLM and the other is the volume fraction for the constraint.Experiment results show that both of them are the factors which have an important influence on the optimization result of high-speed low-load mechanism.To improve the optimization result and make the mechanism achieve a better dynamic performance,the inner iteration number of ESLM should be limited and the best volume fraction for the constraint should be determined by experiment comparison.
作者 陈超然 杨志军 黄观新 CHEN Chao-ran;YANG Zhi-jun;HUANG Guan-xin(School of Electromechanical Engineering,Guangdong Univershy of Technology,Guangzhou 51000G,China)
出处 《机械工程与自动化》 2018年第5期24-25,共2页 Mechanical Engineering & Automation
基金 国家自然科学基金资助项目(91648108) 广东省自然科学基金资助项目(2015A030312008) 广东省科技计划项目(2015B010104006)
关键词 等效静态载荷法 高速轻载机构 拓扑优化 影响因素 equivalent static loads method high speed low load mechanism topology optimization influence factors
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  • 1潘振宽,丁洁玉,高磊,高波.多体系统动力学动态最优化设计与灵敏度分析[J].力学学报,2005,37(5):611-619. 被引量:6
  • 2WALLRAPP O. Review of past developments in multibody system dynamics at DLR-from FADYNA to SIMPACK[J]. Vehicle System Dynamics, 2004, 41(5): 339-348.
  • 3ARORA J S. Optimization of structures subjected to dynamic loads[J]. Structural Dynamic Systems : Computational Techniques and Optimization, 1999, 7: 1-73.
  • 4TSENG C H, ARORA J S. Optimum design of systems for dynamics and controls using sequential quadratic programming[J]. AIAA Journal, 1989, 27(12): 1793-1800.
  • 5KANG B S, CHOI W S, PARK G J. Structural optimization under equivalent static loads transformed from dynamic loads based on displacement[J]. Computers and Structures, 2001, 79(2): 145-154.
  • 6CHOI W S, PARK G J. Structural optimization using equivalentStatic loads at all the time intervals[J]. Computer Methods in Applied Mechanics and Engineering, 2002, 191(19-20): 2105-2122.
  • 7PARK G J, KANG B S.Validation of a structural optimization algorithm transforming dynamic loads into equivalent static toads[J]. Journal of Optimization Theory and Applications , 2003, 119(1): 191-200.
  • 8KANG B S, PARK G J, ARORA J S. Optimization of flexible multibody dynamic systems using the equivalent static loadmethod[J]. AIAAJOURNAL, 2005, 43(4).. 846-852.
  • 9KIM Y I, PARK G J. Nonlinear dynamic response structural optimization using equivalent static loads[J]. Computer Methods in Applied Mechanics and Engineering, 2010, 199(9-12): 660-676.
  • 10PARK G J. Technical overview of the equivalent static loads method for non-linear static response structural optimization[J]. Structural and Multidisciplinary Optimiza- tion, 2011, 43(3): 319-337.

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