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Information Journal Paper

Title

NON-LINEAR ELASTIC STABILITY OF RECTANGULAR FRAMES UNDER VARIOUS LOADING

Pages

  615-618

Abstract

 The POST-BUCKLING behavior of rectangular FRAMES in an elastic domain is studied in depth. In analysis, unsymmetrical geometry, sway possibility and support conditions are considered in order to find their influences on load-deflection paths and NON-LINEAR deformations. The static PERTURBATION technique is used for analysis and discussion. The first, a second order PERTURBATION problem as an accurate measurement for the frame, is solved and the solutions compared with previously published papers. The results reveal that symmetric FRAMES with a sway movement, due to lack of an axial force in the beam in the first order PERTURBATION analysis, have a symmetric bifurcation point. However, the POST-BUCKLING behavior of un-symmetric FRAMES with or without sway is bifurcated in an asymmetric manner.

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  • Cite

    APA: Copy

    KABIR, M.Z., & MOSLEHITABAR, A.. (2004). NON-LINEAR ELASTIC STABILITY OF RECTANGULAR FRAMES UNDER VARIOUS LOADING. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 28(B5), 615-618. SID. https://sid.ir/paper/528461/en

    Vancouver: Copy

    KABIR M.Z., MOSLEHITABAR A.. NON-LINEAR ELASTIC STABILITY OF RECTANGULAR FRAMES UNDER VARIOUS LOADING. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2004;28(B5):615-618. Available from: https://sid.ir/paper/528461/en

    IEEE: Copy

    M.Z. KABIR, and A. MOSLEHITABAR, “NON-LINEAR ELASTIC STABILITY OF RECTANGULAR FRAMES UNDER VARIOUS LOADING,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 28, no. B5, pp. 615–618, 2004, [Online]. Available: https://sid.ir/paper/528461/en

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