周震寰

个人信息Personal Information

教授

博士生导师

硕士生导师

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:力学与航空航天学院

学科:固体力学. 工程力学. 计算力学

办公地点:海宇楼506

联系方式:Email:zhouzh@dlut.edu.cn

电子邮箱:zhouzh@dlut.edu.cn

扫描关注

论文成果

当前位置: 中文主页 >> 科学研究 >> 论文成果

Accurate Buckling Analysis of Magnetically Affected Cantilever Nanoplates Subjected to In-plane Magnetic Fields

点击次数:

论文类型:期刊论文

发表时间:2020-08-01

发表刊物:JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES

收录刊物:SCIE

卷号:8

期号:4

页面范围:505-515

ISSN号:2523-3920

关键字:Analytical solution; Critical buckling load; Cantilever nanoplate; Symplectic method; Magnetic field effects; Lorentz force

摘要:Purpose Cantilever-based nanostructures have attracted widespread attention in nanoengineering. As key components of cantilever-based nanosensors, some cantilever nanoplates are exposed to magnetic fields in working conditions. This paper performs the buckling analysis of magnetically affected cantilever nanoplates resting on elastic foundations. The aim of the presented research is to discuss the effects of magnetic fields on the buckling characteristics of cantilever nanoplates. Methods Based on Eringen's nonlocal elasticity theory, the exact buckling solutions of the cantilever nanoplates are obtained by using symplectic approach incorporating a superposition technique. To resolve the difficulties in dealing with the complex boundary value problems of cantilever nanoplates, the buckling problem is divided into two sub-problems which can be analytically solved by the symplectic approach. Exact solutions of the buckled cantilever nanoplate are derived by a superposition of the obtained solutions for sub-problems. Results Comparisons are presented to show the accuracy and stability of the proposed method. Parametric studies of the in-plane magnetic field and elastic foundation on the buckling characteristics of cantilever nanoplate are also given. Conclusions Highly accurate critical buckling loads and buckling mode are derived analytically. This study has shown that applying magnetic field is an effective way to control the critical buckling loads and buckling mode shapes of cantilever nanoplates.