Exact bending solutions of orthotropic rectangular cantilever thin plates subjected to arbitrary loads
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Publication:366895
DOI10.1007/s10778-011-0448-zzbMath1272.74404OpenAlexW2085667993MaRDI QIDQ366895
Yang Zhong, Rui Li, Bin Tian, Jian Du
Publication date: 25 September 2013
Published in: International Applied Mechanics (Search for Journal in Brave)
Full work available at URL: http://dspace.nbuv.gov.ua/handle/123456789/88008
Related Items (6)
Integral transform solutions to the bending problems of moderately thick rectangular plates with all edges free resting on elastic foundations ⋮ Analytical bending solutions of thin plates by two‐dimensional generalized integral transform method ⋮ An explicit solution for inelastic buckling of rectangular plates subjected to combined biaxial and shear loads ⋮ Combined classical and generalized integral transform approaches for the analysis of the dynamic behavior of a damaged structure ⋮ Three-dimensional analysis of the lower frequencies of a cantilevered anisotropic parallelepiped ⋮ Finite integral transform method in static problems for inhomogeneous plates
Cites Work
- Bending of a cantilever rectangular plate loaded discontinuously
- Application of integral transforms in the theory of elasticity
- Meshless methods for shear-deformable beams and plates
- Static analysis of Mindlin plates: The differential quadrature element method (DQEM)
- An integral equation formulation of plate bending problems
- Bending analysis of rectangular moderately thick plates using spline finite element method
- THE AUTOMATIC DESIGN OF STRUCTURAL FRAMES
- Application of Reissner’s Variational Principle to Cantilever Plate Deflection and Vibration Problems
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