| 薄板弯曲分析的节点积分高阶无网格法 |
| |
| 引用本文： | 王冰冰,段庆林,李书卉,杨迪雄. 薄板弯曲分析的节点积分高阶无网格法[J]. 计算力学学报, 2019, 36(1): 103-109 |
| |
| 作者姓名： | 王冰冰 段庆林 李书卉 杨迪雄 |
| |
| 作者单位： | 大连理工大学 工业装备结构分析国家重点实验室, 大连 116024,成都理工大学 地质灾害防治与地质环境保护国家重点实验室, 成都 610059;大连理工大学 工业装备结构分析国家重点实验室, 大连 116024,大连理工大学 工业装备结构分析国家重点实验室, 大连 116024,大连理工大学 工业装备结构分析国家重点实验室, 大连 116024 |
| |
| 基金项目： | 地质灾害防治与地质环境保护国家重点实验室开放基金（SKLGP2016K007）；科学挑战专题（TZ2018002）；中央高校基本科研业务费专项资金（DUT17LK18；DUT18LK04）；水资源与水电工程科学国家重点实验室开放基金（2015SGG03）资助项目. |
| |
| 摘 要： | 采用高阶无网格法求解薄板弯曲问题，在已发展的线性曲率光顺方案的基础上，通过引入泰勒展开技术，建立了能够精确再现纯弯曲和线性弯曲模式的节点积分方法。与之相比，目前无网格薄板分析主要采用的节点积分方法仅能精确再现纯弯曲模式。数值结果表明，本文方法可精确通过纯弯曲和线性弯曲试验，且能得到光滑、无振荡的弯矩场。与标准的高斯积分方法和目前已存在的节点积分方法相比，本文方法在计算精度、效率以及弯矩分布等方面均展现出显著优势。
|
| 关 键 词： | 薄板弯曲 无网格 曲率光顺 节点积分 高阶近似 |
| 收稿时间： | 2017-10-10 |
| 修稿时间： | 2017-12-29 |
High order meshfree method with nodal integration for thin plate bending analysis |
| |
| WANG Bing-bing,DUAN Qing-lin,LI Shu-hui,YANG Di-xiong. High order meshfree method with nodal integration for thin plate bending analysis[J]. Chinese Journal of Computational Mechanics, 2019, 36(1): 103-109 |
| |
| Authors: | WANG Bing-bing DUAN Qing-lin LI Shu-hui YANG Di-xiong |
| |
| Affiliation: | State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China,State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China;State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China,State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China and State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China |
| |
| Abstract: | In this paper,high order meshfree method is employed to solve thin plate bending problems.Based on the developed linear curvature smoothing scheme,a nodal integration method is established by introducing the Taylor''s expansion technique.The proposed nodal integration method is able to exactly reproduce the pure bending and linear bending modes.In contrast,the existing nodal integration method which dominates meshfree analysis of thin plate bending problems is only able to reproduce the pure bending mode.Numerical results show that the proposed method is able to exactly pass the pure bending and linear bending tests and obtain smooth,oscillation-free distribution of bending moments.In comparison with the standard Gauss integration method and the existing nodal integration method,the presented method shows remarkable advantages in computational accuracy,efficiency and bending moment distributions. |
| |
| Keywords: | thin plate bending meshfree curvature smoothing nodal integration high order approximation |
|
| 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》下载全文 |
|
