Buckling analysis of thick-walled composite pipe under torsion
Huille, A. Yang, Chihdar Charles Pang, Su-Seng
Huille, A.
Yang, Chihdar Charles
Pang, Su-Seng
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1997-02
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Article
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Keywords
Pipe,Buckling analysis,Laminated anisotropic plate theory,Ritz method,Thick walled composite pipe,Boundary conditions,Buckling,Eigenvalues and eigenfunctions,Kinematics,Laminated composites,Loads (forces),Mathematical models,Numerical methods,Shear deformation,Structural analysis,Torsional stress,Composite structures
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Citation
Huille, L., Yang, C., & Pang, S.-S. (1997). Buckling analysis of thick- walled composite pipe under torsion. Journal of Pressure Vessel Technology, Transactions of the ASME,119(1), 111-121. doi:10.1115/1.2842255
Abstract
Composite pipes have been utilized in the petrochemical industries where corrosion resistance and light weight are important. There is a need to calculate the buckling load for the pipe under torsion which develops from the structural loadings. An analytical model of composite pipe in torsion is developed during this study. Laminated anisotropic plate theory is utilized to derive the kinematics and constitutive relations of the pipe wall laminates. Solutions are obtained by using the Ritz method with suitable boundary conditions. Good agreement is found when comparing the present results with the analytical and experimental results from previous research.
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American Society of Mechanical Engineers (ASME)
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Journal of Pressure Vessel Technology
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0094-9930
1528-8978 (online)
1528-8978 (online)