首页 | 本学科首页   官方微博 | 高级检索  
     检索      

一维周期性梁结构等效性能计算方法讨论
Discussion of effective properties prediction methods for 1D periodic beam structure
引用本文:易斯男,程耿东,徐亮.一维周期性梁结构等效性能计算方法讨论
Discussion of effective properties prediction methods for 1D periodic beam structure[J].计算力学学报,2016,33(5):704-710.
作者姓名:易斯男  程耿东  徐亮
作者单位:大连理工大学 工业装备与结构分析国家重点实验室,大连,116023
基金项目:国家自然科学基金(91216201);国家重点基础研究发展计划(973计划)(2014CB049000)资助项目.
摘    要:具有轴向周期微结构的复合梁结构,通常在宏观上简化为一维欧拉-伯努利梁。由于缺乏基于严格数学理论、同时考虑降维及均匀化的等效性能计算方法,已有研究或采用基于平截面假定的弯曲能量近似方法,或采用基于三维周期性介质等效性质的方法。本文首先介绍了基于一维周期性梁的渐近均匀化理论求解新方法,并在此基础上与上述两种方法进行比较。结果表明,基于平截面假定的近似方法忽视了这类梁结构内的三维应力状态,过高地估计了梁的等效性质。

关 键 词:渐近均匀化  等效刚度  周期性梁结构  尺寸因子  弯曲能量法
收稿时间:2015/6/1 0:00:00
修稿时间:2015/8/23 0:00:00

Discussion of effective properties prediction methods for 1D periodic beam structure
YI Si-nan,CHENG Geng-dong and XU Liang.Discussion of effective properties prediction methods for 1D periodic beam structure[J].Chinese Journal of Computational Mechanics,2016,33(5):704-710.
Authors:YI Si-nan  CHENG Geng-dong and XU Liang
Institution:State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116023, China;State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116023, China;State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116023, China
Abstract:The periodic composite beam with microstructure arranged along the axis is generally simplified to an Euler-Bernoulli beam in macro.Due to the lack of the method considering both the strict mathema-tical base and the dimension reduction and homogenization to calculating the effective stiffness,the bending energy approximate method based on the plane cross-section assumption or the asymptotic homogenization based on 3D periodic medium is usually utilized in the literature.In this paper,the method of asymptotic homogenization theory for one dimensional periodic beam is introduced and compared with the other two methods.The results indicate that the bending energy method overes-timates the effective bending stiffness of the beam,because the three-dimensional stress state in the beam is neglected based on the plane cross-section assumption.
Keywords:asymptotic homogenization  effective stiffness  periodic beam structure  scale factor  bending energy method
本文献已被 万方数据 等数据库收录!
点击此处可从《计算力学学报》浏览原始摘要信息
点击此处可从《计算力学学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号