The higher order shear deformation plate theory is used as a basis for development of the family of enhanced finite plate elements. The proposed single layered higher order discrete models allows a parabolic distribution of shear strains through the plate thickness as well as a cubic variation of in-plane displacements. Numerical solutions obtained using new finite elements in static, dynamic, free vibration and buckling analysis are compared with solutions based on three-dimensional, classical and first order shear deformation plate theories and it is demonstrated that the present model predicts a realistic laminate global response. The new results for composite plates should serve as bench marks for future investigations.
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Kasetsart Univ, Fac Engn, Dept Civil Engn, Bangkok, ThailandKasetsart Univ, Fac Engn, Dept Civil Engn, Bangkok, Thailand
Jirawattanasomkul, Tidarut
Kongwang, Nuttapong
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Kasetsart Univ, Fac Engn, Dept Civil Engn, Bangkok, ThailandKasetsart Univ, Fac Engn, Dept Civil Engn, Bangkok, Thailand
Kongwang, Nuttapong
Jongvivatsakul, Pitcha
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Chulalongkorn Univ, Fac Engn, Dept Civil Engn, Innovat Construct Mat Res Unit, Bangkok, ThailandKasetsart Univ, Fac Engn, Dept Civil Engn, Bangkok, Thailand
Jongvivatsakul, Pitcha
Likitlersuang, Suched
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Chulalongkorn Univ, Fac Engn, Dept Civil Engn, Geotech Res Unit, Bangkok, ThailandKasetsart Univ, Fac Engn, Dept Civil Engn, Bangkok, Thailand