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Isogeometric Analysis of the Nonlinear Deformation of Planar Flexible Beams with Snap-back
  • ISSN号:0894-9166
  • 期刊名称:《固体力学学报:英文版》
  • 时间:0
  • 分类:TB122[理学—力学;理学—工程力学]
  • 作者机构:[1]华中科技大学土木工程与力学学院,湖北武汉430074, [2]华中科技大学工程结构分析与安全评定湖北省重点实验室,湖北武汉430074
  • 相关基金:国家自然科学基金资助项目(11572132,11572137).
中文摘要:

针对柔索结构非线性动力学问题,提出了基于非均匀有理B样条(NURBS)的等几何配点法.利用哈密顿原理建立了耦合三个平动自由度和一个扭转自由度的柔索非线性运动方程,基于等参元的思想,利用NURBS基函数的高阶连续性和配点离散强形式的控制偏微分方程组,采用Newmark-β时间积分与修正的New ton-Raphson非线性迭代法求解离散动力学方程.通过与传统有限元法计算结果对比,验证了该数值方法的准确性和高效性.进一步分析了等几何配点法典型的收敛特性,表明该方法能有效处理非线性动力学问题.

英文摘要:

The isogeometric collocation (IGA-C) method based on non-uniform rational B-splines was proposed for the nonlinear dynamic analysis of cable structures .The nonlinear equations of motion of cables ,which coupled three translational and one torsional degrees of freedom were formulated by em-ploying the Hamilton principle .Taking advantage of the high-continuity properties of NURBS basis functions and collocation points ,the IGA-C method was adopted to discretize the strong form of gov-erning partial differential equations within an isoparametric framework .The Newmark-βtime integra-tion algorithm in conjunction with the modified Newton-Raphson nonlinear iteration strategy was uti-lized to solve those discretized dynamic equations .The accuracy and high efficiency of the present nu-merical method were demonstrated by comparing with the results obtained from the traditional finite element method .The characteristic convergence behavior of the IGA-C method was investigated .The results show that the method can effectively deal with the nonlinear dynamic problems .

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期刊信息
  • 《固体力学学报:英文版》
  • 主管单位:
  • 主办单位:中国力学学会
  • 主编:郑泉水
  • 地址:武汉市珞喻路1037号华中科技大学南一楼西北508室
  • 邮编:430074
  • 邮箱:amss@mail.hust.edu.cn
  • 电话:027-87543737
  • 国际标准刊号:ISSN:0894-9166
  • 国内统一刊号:ISSN:42-1121/O3
  • 邮发代号:
  • 获奖情况:
  • 国内外数据库收录:
  • 被引量:133