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Information Journal Paper

Title

THE BUCKLING OF NON-HOMOGENEOUS TRUNCATED CONICAL SHELLS UNDER A LATERAL PRESSURE AND RESTING ON A WINKLER FOUNDATION

Pages

  14-21

Abstract

 In this paper, the BUCKLING of non-homogeneous isotropic TRUNCATED CONICAL SHELLs under uniform lateral pressure and resting on a WINKLER FOUNDATION is investigated. The basic relations and governing equations have been obtained for non-homogeneous TRUNCATED CONICAL SHELLs. The CRITICAL UNIFORM LATERAL PRESSUREs of non-homogeneous isotropic TRUNCATED CONICAL SHELLs with or without a WINKLER FOUNDATION are obtained. Finally, carrying out some computations, effects of the variations of TRUNCATED CONICAL SHELL characteristics, the non-homogeneity and the WINKLER FOUNDATION on the CRITICAL UNIFORM LATERAL PRESSUREs have been studied. The results are compared with other works in open literature.

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    Cite

    APA: Copy

    SOFIYEV, A.H., VALIYEV, A., & OZYIGIT, P.. (2009). THE BUCKLING OF NON-HOMOGENEOUS TRUNCATED CONICAL SHELLS UNDER A LATERAL PRESSURE AND RESTING ON A WINKLER FOUNDATION. JOURNAL OF SOLID MECHANICS, 1(1), 14-21. SID. https://sid.ir/paper/319196/en

    Vancouver: Copy

    SOFIYEV A.H., VALIYEV A., OZYIGIT P.. THE BUCKLING OF NON-HOMOGENEOUS TRUNCATED CONICAL SHELLS UNDER A LATERAL PRESSURE AND RESTING ON A WINKLER FOUNDATION. JOURNAL OF SOLID MECHANICS[Internet]. 2009;1(1):14-21. Available from: https://sid.ir/paper/319196/en

    IEEE: Copy

    A.H. SOFIYEV, A. VALIYEV, and P. OZYIGIT, “THE BUCKLING OF NON-HOMOGENEOUS TRUNCATED CONICAL SHELLS UNDER A LATERAL PRESSURE AND RESTING ON A WINKLER FOUNDATION,” JOURNAL OF SOLID MECHANICS, vol. 1, no. 1, pp. 14–21, 2009, [Online]. Available: https://sid.ir/paper/319196/en

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