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Topological synthesis of compliant mechanisms using linear beam elements

机译:使用线性梁单元的顺应机构的拓扑综合

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The design of compliant mechanisms poses certain unique challenges because such mechanisms should have adequate flexibility to undergo desired deformations under the action of applied forces and adequate stiffness to withstand external loading. The focus here is to generate the topology of a compliant mechanism starting from input/output force/displacement functional requirements and design constraints. Previous studies [1,2,3, and 4] employed a multi-criteria objective function comprised of mutual potential energy (MPE) and strain energy (SE) to full ground truss structures. Here an improved and robust objective function and its implementation for a network of linear beam elements is presented. Also discussed is the influence of various geometric and material variables on the objective function. Additionally, the objective function is interpreted in terms of physical design parameters such as mechanical advantage and geometric advantage.
机译:顺应性机构的设计提出了某些独特的挑战,因为这样的机构应具有足够的柔韧性以在施加的力的作用下经受期望的变形,并具有足够的刚度以承受外部载荷。这里的重点是从输入/输出力/位移功能要求和设计约束出发,生成顺应性机构的拓扑。先前的研究[1,2,3,和4]对整个地面桁架结构采用了包含互势能(MPE)和应变能(SE)的多准则目标函数。在这里,提出了一种改进的,鲁棒的目标函数及其在线性梁单元网络中的实现。还讨论了各种几何和材料变量对目标函数的影响。另外,目标函数根据物理设计参数(例如机械优势和几何优势)进行解释。

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