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View article: Generalized Integral Transform Method for Bending and Buckling Analysis of Rectangular Thin Plate with Two Opposite Edges Simply Supported and Other Edges Clamped
Generalized Integral Transform Method for Bending and Buckling Analysis of Rectangular Thin Plate with Two Opposite Edges Simply Supported and Other Edges Clamped Open
This paper presents the generalized integral transform method for solving flexural and elastic stability problems of rectangular thin plates clamped along /2 y b = ± and simply supported along remaining boundaries (x = 0, x = a) (CSCS plat…
View article: Galerkin-Vlasov Variational Method for the Elastic Buckling Analysis of SSCF and SSSS Rectangular Plates
Galerkin-Vlasov Variational Method for the Elastic Buckling Analysis of SSCF and SSSS Rectangular Plates Open
This paper presents the Galerkin-Vlasov variational method for the elastic buckling analysis of SSCF and SSSS rectangular plates.The thin plate problems studied are: (i) simply supported along two opposite sides x = 0, and x = a, clamped a…
View article: Elastic Buckling Analysis of SSCF and SSSS Rectangular Thin Plates using the Single Finite Fourier Sine Integral Transform Method
Elastic Buckling Analysis of SSCF and SSSS Rectangular Thin Plates using the Single Finite Fourier Sine Integral Transform Method Open
The analysis of the stability problem of plate subjected to inplane compressive load is important due to the relatively poor capacity of plates in resisting compressive forces compared to tensile forces.It is also significant due to the no…
View article: Galerkin – Kantorovich Method for the Elastic Buckling Analysis of Thin Rectangular SCSC Plates
Galerkin – Kantorovich Method for the Elastic Buckling Analysis of Thin Rectangular SCSC Plates Open
This paper presents the elastic buckling analysis of thin rectangular plates using the Galerkin-Kantorovich method.The plate has two opposite simply supported edges x = 0 and x = a, and two clamped edges y = 0 and y = b where the origin is…
View article: Finite Element Analysis of Timoshenko Beam Using Energy Separation Principle
Finite Element Analysis of Timoshenko Beam Using Energy Separation Principle Open
This paper develops a Timoshenko beam finite element that is free from shear locking by successfully decoupling bending and shear curvatures using energy separation principle.The results obtained using this element are seen to be in very g…
View article: Determination of the Critical Buckling Load of Shear Deformable Unified Beam
Determination of the Critical Buckling Load of Shear Deformable Unified Beam Open
This paper presents a finite element formulation for the determination of the critical buckling load of unified beam element that is free from shear locking using the energy method.The formulated element is used for the determination of th…