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A Four-Variable First-Order Shear Deformation Theory Considering the Variation of In-plane Rotation of Functionally Graded Plates

Authors
Park, MinwoChoi, Dong-Ho
Issue Date
Nov-2018
Publisher
KOREAN SOC STEEL CONSTRUCTION-KSSC
Keywords
Plate; Functionally graded material; In-plane rotation; First-order shear deformation theory; Analytical solution
Citation
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, v.18, no.4, pp.1265 - 1283
Indexed
SCIE
SCOPUS
KCI
Journal Title
INTERNATIONAL JOURNAL OF STEEL STRUCTURES
Volume
18
Number
4
Start Page
1265
End Page
1283
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/3000
DOI
10.1007/s13296-018-0107-x
ISSN
1598-2351
Abstract
This paper presents a four-variable first-order shear deformation theory considering in-plane rotation of functionally graded plates. In recent studies, a simple first-order shear deformation theory was developed and extended to functionally graded plates. It has only four variables, separating the deflection into bending and shear parts, while the conventional first-order shear deformation theory has five variables. However, this simple first-order shear deformation theory only provides good predictions for simply supported plates since it does not consider in-plane rotation varying through the thickness of the plates. The present theory also has four variables, but considers the variation of in-plane rotation such that it is able to correctly predict the responses of the plates with any boundary conditions. Analytical solutions are obtained for rectangular plates with various boundary conditions. Comparative studies demonstrate the effects of in-plane rotation and the accuracy of the present theory in predicting the responses of functionally graded plates.
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Choi, Dong Ho
COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)
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