首页> 外文OA文献 >Extended nonlinear analytical models of compliant parallelogram mechanisms: third-order models
【2h】

Extended nonlinear analytical models of compliant parallelogram mechanisms: third-order models

机译:顺应平行四边形机构的扩展非线性分析模型:三阶模型

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

This paper proposes extended nonlinear analytical models, third-order models, of compliant parallelogram mechanisms. These models are capable of capturing the accurate effects from the very large axial force within the transverse motion range of 10% of the beam length through incorporating the terms associated with the high-order (up to third-order) axial force. Firstly, the free-body diagram method is employed to derive the nonlinear analytical model for a basic compliant parallelogram mechanism based on load-displacement relations of a single beam, geometry compatibility conditions, and load-equilibrium conditions. The procedures for the forward solutions and inverse solutions are described. Nonlinear analytical models for guided compliant multi-beam parallelogram mechanisms are then obtained. A case study of the compound compliant parallelogram mechanism, composed of two basic compliant parallelogram mechanisms in symmetry, is further implemented. This work intends to estimate the internal axial force change, the transverse force change, and the transverse stiffness change with the transverse motion using the proposed third-order model in comparison with the first-order model proposed in the prior art. In addition, FEA (finite element analysis) results validate the accuracy of the third-order model for a typical example. It is shown that in the case study the slenderness ratio affects the result discrepancy between the third-order model and the first-order model significantly, and the third-order model can illustrate a non-monotonic transverse stiffness curve if the beam is thin enough.
机译:本文提出了顺应平行四边形机构的扩展非线性分析模型,三阶模型。通过合并与高阶(至三阶)轴向力相关的术语,这些模型能够在梁长度10%的横向运动范围内从非常大的轴向力中捕获准确的效果。首先,利用自由体图方法基于单梁的载荷-位移关系,几何相容性条件和载荷平衡条件,推导了基本柔顺平行四边形机构的非线性分析模型。描述了正解和逆解的过程。然后获得了用于引导顺应多光束平行四边形机构的非线性分析模型。进一步研究了复合顺应平行四边形机制的案例,该机制由两个基本的对称顺应平行四边形机制组成。这项工作旨在使用提出的三阶模型与现有技术中提出的一阶模型进行比较,以估计内部轴向力变化,横向力变化和横向刚度随横向运动的变化。此外,FEA(有限元分析)结果验证了典型示例的三阶模型的准确性。结果表明,在案例研究中,细长比显着影响了三阶模型与一阶模型之间的结果差异,如果梁足够薄,则三阶模型可以说明非单调的横向刚度曲线。 。

著录项

  • 作者

    Hao Guangbo;

  • 作者单位
  • 年度 2015
  • 总页数
  • 原文格式 PDF
  • 正文语种 en
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号