• Structural Engineering and Mechanics
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• 제74권3호
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• pp.365-380
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• 2020

The focus of this paper is to develop an analytical approach based on an efficient shear deformation theory with stretching effect for bending stress analysis of cross-ply laminated composite plates subjected to transverse parabolic load and line load by using a new kinematic model, in which the axial displacements involve an undetermined integral component in order to reduce the number of unknowns and a sinusoidal function in terms of the thickness coordinate to include the effect of transverse shear deformation. The present theory contains only five unknowns and satisfies the zero shear stress conditions on the top and bottom surfaces of the plate without using any shear correction factors. The governing differential equations and its boundary conditions are derived by employing the static version of principle of virtual work. Closed-form solutions for simply supported cross-ply laminated plates are obtained applying Navier's solution technique, and the numerical case studies are compared with the theoretical results to verify the utility of the proposed model. Lastly, it can be seen that the present outlined theory is more accurate and useful than some higher-order shear deformation theories developed previously to study the static flexure of laminated composite plates.

• 한국항공우주학회지
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• 제33권6호
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• pp.15-20
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• 2005

타원형 실린더 주위를 흐르는 비정상 점성 유동을 해석하기 위해서 SIMPLER 방법을 사용한 이차원 비압축성 나비어-스??스 유동 해석 프로그램을 개발하였다. 실린더 직경에 대한 두께의 비가 0.6, 0.8, 1.0, 1.2인 실린더 주위의 점성 흐름을 레이놀즈 수 200, 400, 1000인 조건에서 해석하였다. 본 논문은 실린더 두께와 레이놀즈 수가 실린더에 작용하는 양력 및 항력에 미치는 영향을 파악하는데 주 관심을 두었다. 개발된 해석 프로그램의 검증을 위해서 가용한 실험 자료와 수치 해석 자료가 개발된 해석 프로그램의 수치 결과와 비교되었으며, 잘 일치하는 경향을 보여주었다. 본 연구를 통해서 실린더 두께와 레이놀즈수가 항력과 양력의 진동 주기뿐만 아니라 크기나 진폭에 큰 영향을 미치게 됨을 알 수 있었다.

• Geomechanics and Engineering
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• 제22권4호
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• pp.361-374
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• 2020

This paper is concerned with the thermoelastic bending of FG beams resting on two-layer elastic foundations. One of these layers is Winkler springs with a variable modulus while the other is considered as a shear layer with a constant modulus. The beams are considered simply supported and subjected to thermo-mechanical loading. Temperature-dependent material properties are considered for the FG beams, which are assumed to be graded continuously across the panel thickness. The used theories contain undetermined integral terms which lead to a reduction of unknowns functions. Several micromechanical models are used to estimate the effective two-phase FG material properties as a function of the particles' volume fraction considering thermal effects. Analytical solutions for the thermo-mechanical bending analysis are obtained based on Navier's method that satisfies the boundary conditions. Finally, the numerical results are provided to reveal the effect of explicit micromechanical models, geometric parameters, temperature distribution and elastic foundation parameters on the thermoelastic response of FG beams.