Buckling analysis of rectangular thin plates with two opposite edges free and others rotationally restrained by finite Fourier integral transform method-Reference-Cited by-同舟云学术

Buckling analysis of rectangular thin plates with two opposite edges free and others rotationally restrained by finite Fourier integral transform method

Published:2020-10-16 Issue:4 Volume:101 Page:
ISSN:0044-2267
Container-title:ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
language:en
Short-container-title:Z. Angew. Math. Mech.

Author:

Zhang Jinghui¹,Lu Jiale²^ORCID,Ullah Salamat²³,Gao Yuanyuan¹,Zhao Dahai¹

Affiliation:

1. Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province Yanshan University Qinhuangdao 066004 China

2. Faculty of Infrastructure Engineering Dalian University of Technology Dalian 116024 China

3. Department of Civil Engineering Abasyn University Islamabad 44000 Pakistan

Publisher

Wiley

Subject

Applied Mathematics,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/zamm.202000153

Reference54 articles.

1. A differential quadrature analysis of vibration and buckling of an SS-C-SS-C rectangular plate loaded by linearly varying in-plane stresses

2. Differential quadrature analysis of the buckling of thin rectangular plates with cosine-distributed compressive loads on two opposite sides

3. Accurate buckling loads of thin rectangular plates under parabolic edge compressions by the differential quadrature method