2008
DOI: 10.1007/s10778-008-0015-4
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Stability and initial postbuckling behavior of anisotropic cylindrical shells subject to torsion

Abstract: The paper presents an analytical solution describing the stability and postbuckling behavior of a cylindrical shell made of an anisotropic material with one plane of symmetry and subjected to torques at the ends. The solution is found using Koiter's buckling theory and the Donnell-Mushtari-Vlasov theory of anisotropic shells. The force and deflection functions are approximated by trigonometric series that satisfy hinged boundary conditions. The system of algebraic equations to which the problem is reduced at t… Show more

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Cited by 11 publications
(16 citation statements)
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“…The single-layer shell is advantageous over the two-layer shells, which seems strange at first sight. The reason will become clear if we compare this result with the relationship between the critical loads and the laminate structure in cylindrical shells [17,18]: in the elastic relations, the stiffnesses C 16 , C 26 , D 16 , and D 26 are nonzero when N = 1, whereas they are zero and the stiffnesses K 16 and K 26 are nonzero when N = 2.…”
Section: Results and Their Analysismentioning
confidence: 87%
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“…The single-layer shell is advantageous over the two-layer shells, which seems strange at first sight. The reason will become clear if we compare this result with the relationship between the critical loads and the laminate structure in cylindrical shells [17,18]: in the elastic relations, the stiffnesses C 16 , C 26 , D 16 , and D 26 are nonzero when N = 1, whereas they are zero and the stiffnesses K 16 and K 26 are nonzero when N = 2.…”
Section: Results and Their Analysismentioning
confidence: 87%
“…Although system (16) is of the eighth order, the general solution (18) includes only four vectors, three being solutions of the homogeneous system and one being the solution of the inhomogeneous system. This is because solution (18) at a a 1 10 = , satisfies the boundary conditions irrespective of the value of C i .…”
Section: Solution Of the Boundary-value Problemmentioning
confidence: 99%
“…The equilibrium equations of such shells differ from those for cylindrical shells only by terms multiplied by 1 1 / R , where R 1 is the meridian radius [2, 5, 6]. Solving these equations, we obtain new mechanical results though the method is very similar to that outlined in [8][9][10][11]. However, the chief result of the present study is the conformation that complex series can be used to reduce the number of governing equations.…”
mentioning
confidence: 86%
“…The stability of anisotropic cylindrical shells under loading of various types was analyzed in [8][9][10][11][12][13]. Stability problems were solved using the Donnell-Mushtari-Vlasov theory (DMV).…”
mentioning
confidence: 99%
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