N
Nuttawit Wattanasakulpong
Researcher at Mahanakorn University of Technology
Publications - 33
Citations - 1342
Nuttawit Wattanasakulpong is an academic researcher from Mahanakorn University of Technology. The author has contributed to research in topics: Vibration & Boundary value problem. The author has an hindex of 17, co-authored 26 publications receiving 1023 citations.
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Linear and nonlinear vibration analysis of elastically restrained ends FGM beams with porosities
TL;DR: In this article, the effects of material property distribution, spring constants and porosity volume fraction on linear and nonlinear frequencies of functionally graded materials (FGMs) beams with porosity phases were investigated.
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Flexural vibration of imperfect functionally graded beams based on Timoshenko beam theory: Chebyshev collocation method
TL;DR: In this paper, the authors used the modified rule of mixture to approximate material properties of the FGM beams including the porosity volume fraction and the Timoshenko beam theory is used to form the coupled equations of motion for describing dynamic behavior of the beams.
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Analytical solutions for bending, buckling and vibration responses of carbon nanotube-reinforced composite beams resting on elastic foundation
TL;DR: In this paper, the bending, buckling and vibration behaviors of carbon nanotube-reinforced composite (CNTRC) beams are investigated by using the rule of mixture.
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Exact solutions for static and dynamic analyses of carbon nanotube-reinforced composite plates with Pasternak elastic foundation
TL;DR: In this article, the static and dynamic behavior of carbon nanotube-reinforced composite plates resting on the Pasternak elastic foundation including shear layer and Winkler springs is investigated.
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Buckling isogeometric analysis of functionally graded plates under combined thermal and mechanical loads
Tiantang Yu,Shuohui Yin,Shuohui Yin,Tinh Quoc Bui,Tinh Quoc Bui,Chen Liu,Nuttawit Wattanasakulpong +6 more
TL;DR: In this article, the authors reported new numerical results of thermal-mechanical buckling of functionally graded rectangular and skew plates (FGPs) under combined thermal and mechanical loads, and the numerical responses of buckling are computed using IGA based on the first-order shear deformation plate theory (FSDT) without shear-locking effect.