A Study of Solutions for Thick Plate Bending Problems Based on Boundary Integral Method

DOI

10.2991/icammce-17.2017.42How to use a DOI?

Keywords

thick plate theory; the boundary integral method; forced vibration; the boundary conditions; governing equation; deflection surface equation

Abstract

Based on Reissner theory, this paper investigates the vibration problems of rectangular thick paltes by applying boundary integral method. This paper presents the concept of the quasi basic system, applies the boundary integral method in it and the actual system, and derives the governing equation and the flexible equation of the forced vibration of rectangular thick plates under a concentrated load with three kinds of boundary conditions respectively. Matlab and Ansys structural analysis software are used for analyzing the equation with numerical calculation and simulation analysis. The result of this paper is used to prove the correctness of the new method, which has solved forced vibration problem of rectangular thick plate.

Copyright

© 2017, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Yingjie Chen
AU  - Chao Wang
AU  - Jianxun Yang
AU  - Yingwei Song
AU  - Teng Teng
PY  - 2017/04
DA  - 2017/04
TI  - A Study of Solutions for Thick Plate Bending Problems Based on Boundary Integral Method
BT  - Proceedings of the 2017 2nd International Conference on Advances in Materials, Mechatronics and Civil Engineering (ICAMMCE 2017)
PB  - Atlantis Press
SP  - 209
EP  - 215
SN  - 2352-5401
UR  - https://doi.org/10.2991/icammce-17.2017.42
DO  - 10.2991/icammce-17.2017.42
ID  - Chen2017/04
ER  -