In this paper buckling analysis of rectangular composite laminates with a central square hole is investigated. Using the first order shear deformation theory, the buckling loads of rectangular laminated plates under the inplane loads are found for various hole sizes. The four-mode finite element method is used to obtain critical loads. The critical loads of symmetric angle-ply, antisymmetric cross-ply or angle-ply laminates are found for constant or various thicknesses, simple or clamped boundary conditions, various modules ratios, simple or biaxial loading versus hole sizes. Some results are compared with those of given references
This article has for objective to analyze the buckling behavior of the unidirectional laminated plat...
In this paper we propose an analytical method for determining the behavior of symmetric laminates co...
Finite element method (FEM) is utilized to obtain numerical solution of the governing differential e...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
Abstract In this research, buckling behavior of rectangular plates of symmetric and antisymmetric l...
In this study, an investigation of buckling analysis which includes geometric and material effects o...
ABSTRACT: Notches, holes etc. can often be found in structural components for ventilation and someti...
In this investigation an approach buckling analysis for simply supported rectangular reinforced conc...
This paper deals with change of buckling coefficients of symmetrically laminated reinforced concrete...
WOS: 000237456000005In this study, buckling analysis of laminated composite circular plates having c...
In this investigation an approach buclcling analysis for simply supported rectangular reinforced con...
WOS: 000249911200002The behavior of buckling of laminated composite circular plates having circular ...
This article has for objective to analyze the buckling behavior of the unidirectional laminated plat...
In this paper we propose an analytical method for determining the behavior of symmetric laminates co...
Finite element method (FEM) is utilized to obtain numerical solution of the governing differential e...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
In this research, buckling behavior of perforated rectangular plate of symmetric and anti-symmetric ...
Abstract In this research, buckling behavior of rectangular plates of symmetric and antisymmetric l...
In this study, an investigation of buckling analysis which includes geometric and material effects o...
ABSTRACT: Notches, holes etc. can often be found in structural components for ventilation and someti...
In this investigation an approach buckling analysis for simply supported rectangular reinforced conc...
This paper deals with change of buckling coefficients of symmetrically laminated reinforced concrete...
WOS: 000237456000005In this study, buckling analysis of laminated composite circular plates having c...
In this investigation an approach buclcling analysis for simply supported rectangular reinforced con...
WOS: 000249911200002The behavior of buckling of laminated composite circular plates having circular ...
This article has for objective to analyze the buckling behavior of the unidirectional laminated plat...
In this paper we propose an analytical method for determining the behavior of symmetric laminates co...
Finite element method (FEM) is utilized to obtain numerical solution of the governing differential e...