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Information Journal Paper

Title

BUCKLING STRENGTH OF CORRODED PLATES

Pages

  33-44

Keywords

Not Registered.

Abstract

 The paper presents an investigation on the behavior of a plate with variable thickness and simple boundaries under in plane compressive loads using energy, finite differences, and finite elements methods. The more important parameters affecting such behavior, are the spatial location of the corrosion patch, the corroded surface and thickness at corroded place. These are studied through changing them at practical ranges, and the more critical cases are indicated. At first the critical load of plate is calculated using energy and finite differences methods which is a basic parameter in all such studies. To consider the effect of mid plane variation due to corrosion, FEM is employed via ALGOR software. The geometric and material non-linearity are taken into account and the effect of progressive corrosion on gradual strength reduction is traced.

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  • Cite

    APA: Copy

    BAHAARI, M.R., & RAHMATIPOUR, A.A.. (2000). BUCKLING STRENGTH OF CORRODED PLATES. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 34(2 (68)), 33-44. SID. https://sid.ir/paper/392501/en

    Vancouver: Copy

    BAHAARI M.R., RAHMATIPOUR A.A.. BUCKLING STRENGTH OF CORRODED PLATES. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2000;34(2 (68)):33-44. Available from: https://sid.ir/paper/392501/en

    IEEE: Copy

    M.R. BAHAARI, and A.A. RAHMATIPOUR, “BUCKLING STRENGTH OF CORRODED PLATES,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 34, no. 2 (68), pp. 33–44, 2000, [Online]. Available: https://sid.ir/paper/392501/en

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