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http://dx.doi.org/10.12989/sem.2017.62.3.311

Bending analysis of functionally graded plates using new eight-unknown higher order shear deformation theory  

Tu, Tran Minh (National University of Civil Engineering)
Quoc, Tran Huu (National University of Civil Engineering)
Long, Nguyen Van (Construction Technical College No.1)
Publication Information
Structural Engineering and Mechanics / v.62, no.3, 2017 , pp. 311-324 More about this Journal
Abstract
In this paper a new eight-unknown higher order shear deformation theory is proposed for functionally graded (FG) material plates. The theory based on full twelve-unknown higher order shear deformation theory, simultaneously satisfy zeros transverse stresses at top and bottom surface of FG plates. Equations of motion are derived from principle of virtual displacement. Exact closed-form solutions are obtained for simply supported rectangular FG plates under uniform loading. The accuracy of present numerical results has been verified by comparing it with generalized shear deformation theory. The effect of power law index of functionally graded material, side-to-thickness ratio, and aspect ratio on static behavior of FG plates is investigated.
Keywords
bending analysis; functionally graded materials; higher order shear deformation theory; closed-form solution;
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Times Cited By KSCI : 6  (Citation Analysis)
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