Analytical solution for multilayer plates using general layerwise plate theory
Author(s) -
Djordje Vuksanović,
M. Ćetković
Publication year - 2005
Publication title -
facta universitatis - series architecture and civil engineering
Language(s) - English
Resource type - Journals
eISSN - 2406-0860
pISSN - 0354-4605
DOI - 10.2298/fuace0502121v
Subject(s) - orthotropic material , displacement field , transverse plane , plate theory , boundary value problem , traction (geology) , mathematical analysis , displacement (psychology) , virtual work , mechanics , mathematics , physics , geometry , structural engineering , finite element method , engineering , mechanical engineering , psychology , psychotherapist
This paper deals with closed-form solution for static analysis of simply supported composite plate, based on generalized laminate plate theory (GLPT). The mathematical model assumes piece-wise linear variation of in-plane displacement components and a constant transverse displacement through the thickness. It also include discrete transverse shear effect into the assumed displacement field, thus providing accurate prediction of transverse shear stresses. Namely, transverse stresses satisfy Hook's law, 3D equilibrium equations and traction free boundary conditions. With assumed displacement field, linear strain-displacement relation, and constitutive equations of the lamina, equilibrium equations are derived using principle of virtual displacements. Navier-type closed form solution of GLPT, is derived for simply supported plate, made of orthotropic laminae, loaded by harmonic and uniform distribution of transverse pressure. Results are compared with 3D elasticity solutions and excellent agreement is found
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