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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.72 No.4
- 발행연도
- 2019.1
- 수록면
- 491 - 502 (12page)
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This paper explores the analytical buckling solution of rectangular thin plates by the finite integral transform method. Although several analytical and numerical developments have been made, a benchmark analytical solution is still very few due to the mathematical complexity of solving high order partial differential equations. In solution procedure, the governing high order partial differential equation with specified boundary conditions is converted into a system of linear algebraic equations and the analytical solution is obtained classically. The primary advantage of the present method is its simplicity and generality and does not need to pre-determine the deflection function which makes the solving procedure much reasonable. Another advantage of the method is that the analytical solutions obtained converge rapidly due to utilization of the sum functions. The application of the method is extensive and can also handle moderately thick and thick elastic plates as well as bending and vibration problems. The present results are validated by extensive numerical comparison with the FEA using (ABAQUS) software and the existing analytical solutions which show satisfactory agreement.
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참고문헌 (49)
참고문헌 신청
Sándor Ádány / 2018 / Constrained shell Finite Element Method, Part 2: application to linear buckling analysis of thin-walled members / Thin-Walled Structures 128:56~70
Bui, T. Q. / 2011 / Buckling analysis of simply supported composite laminates subjected to an in-plane compression load by a novel mesh-free method / Vietnam J. Mech 33(2):65~78
Tinh Quoc Bui / 2011 / A novel meshfree model for buckling and vibration analysis of rectangular orthotropic plates / Structural Engineering and Mechanics, An Int＇l Journal 39(4):579~598
T.Q. Bui / 2011 / Buckling analysis of Reissner–Mindlin plates subjected to in-plane edge loads using a shear-locking-free and meshfree method / Engineering Analysis with Boundary Elements 35(9):1038~1053
Ömer Civalek / 2010 / Discrete singular convolution approach for buckling analysis of rectangular Kirchhoff plates subjected to compressive loads on two-opposite edges / Advances in Engineering Software 41(4):557~560
Bui, T. Q. / 2011 / Buckling analysis of simply supported composite laminates subjected to an in-plane compression load by a novel mesh-free method / Vietnam J. Mech 33(2):65~78
Tinh Quoc Bui / 2011 / A novel meshfree model for buckling and vibration analysis of rectangular orthotropic plates / Structural Engineering and Mechanics, An Int＇l Journal 39(4):579~598
T.Q. Bui / 2011 / Buckling analysis of Reissner–Mindlin plates subjected to in-plane edge loads using a shear-locking-free and meshfree method / Engineering Analysis with Boundary Elements 35(9):1038~1053
Ömer Civalek / 2010 / Discrete singular convolution approach for buckling analysis of rectangular Kirchhoff plates subjected to compressive loads on two-opposite edges / Advances in Engineering Software 41(4):557~560
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