Static bending and free vibration of three-layer composite beam with shear connectors using Timoshenko beam theory and finite element method


Phung Van Minh, Tran Trung Thanh, Pham Van Vinh and Tran Van Ke
Faculty of Mechanical Engineering, Military Technical Academy
Email: [email protected]
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Static bending and free vibration of three-layer composite beam with shear connectors are analyzed in this paper. Based on Timoshenko beam theory and the finite element method, the authors construct the numerical program in MATLAB environment. Some geometrical and mechanical parameters are also examined such as length-to-high ratio, shear coefficient (Kcs) and so on. The computed results show that the static bending and free vibration depend strongly on those parameters.

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Static bending and free vibration of three-layer composite beam with shear connectors using Timoshenko beam theory and finite element method Report description: Static bending and free vibration of three-layer composite beam with shear connectors are analyzed in this paper. Based on Timoshenko beam theory and the finite element method, the authors construct the numerical program in MATLAB environment. Some geometrical and mechanical parameters are also examined such as length-to-high ratio, shear coefficient (Kcs) and so on. The computed results show that the static bending and free vibration depend strongly on those parameters.


Static bending and free vibration of three-layer composite beam with shear connectors using Timoshenko beam theory and finite element method


Static bending and free vibration of three-layer composite beam with shear connectors are analyzed in this paper. Based on Timoshenko beam theory and the finite element method, the authors construct the numerical program in MATLAB environment. Some geometrical and mechanical parameters are also examined such as length-to-high ratio, shear coefficient (Kcs) and so on. The computed results show that the static bending and free vibration depend strongly on those parameters.
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