In this paper, a finite volume formulation is proposed for static and in-plane vibration analysis of curved beams in which the axis extensibility, shear deformation, and rotary inertia are considered. A curved cell with 3 degrees of freedom is used in discretization. The unknowns and their derivatives on cell faces are approximated either by assuming a linear variation of unknowns between the 2 consecutive computational points or by using the Moving Least Squares technique (MLS). The proposed method is validated through a series of benchmark comparisons where its capability in accurate predictions without shear and membrane locking deficiencies is revealed. (C) 2018 Sharif University of Technology. All rights reserved.
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Faculty of Civil Engineering, University of Transport and Communications, HanoiFaculty of Civil Engineering, University of Transport and Communications, Hanoi
Van Pham P.
Doan T.T.
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Faculty of Civil Engineering, University of Transport and Communications, Campus in Ho Chi Minh CityFaculty of Civil Engineering, University of Transport and Communications, Hanoi
Doan T.T.
Nguyen T.K.
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Faculty of Civil Engineering, University of Transport and Communications, HanoiFaculty of Civil Engineering, University of Transport and Communications, Hanoi
Nguyen T.K.
Nguyen D.T.
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Faculty of Civil Engineering, University of Transport and Communications, HanoiFaculty of Civil Engineering, University of Transport and Communications, Hanoi
Nguyen D.T.
Nguyen X.H.
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Faculty of Construction Engineering, University of Transport and Communications, HanoiFaculty of Civil Engineering, University of Transport and Communications, Hanoi