EVALUATION OF IMPERFECT SUBSEA STEEL PIPELINE DESIGN SPECIALLY TAILORED FOR OPERATIONAL CONDITION

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Seyfipour Iman; Mirgaderi Rasoul; Shahrabi Mostafa

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2014 | Issue:11

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Information Seminar Paper

Title

EVALUATION OF IMPERFECT SUBSEA STEEL PIPELINE DESIGN SPECIALLY TAILORED FOR OPERATIONAL CONDITION

Author(s)

Seyfipour Iman | Mirgaderi Rasoul | Shahrabi Mostafa | Issue Writer Certificate

Keywords

VERTICAL BUCKLING

FREE SPAN

MATLAB

NUMERICAL SOLUTION

Abstract

INTRODUCTION: SUBSEA PIPELINES WHICH CROSS OVER IRREGULAR SEABED PROFILE CAN CAUSE FREE SPAN OVER DEPRESSIONS. SO, SOME IMPERFECTIONS CAN BE EMERGED ALONG THE PIPELINE ROUT BECAUSE OF FREE SPANS AND THESE DEFORMATIONS ARE VITAL FACTOR FOR AMENDING PIPELINE BEHAVIOR SUBJECTED TO AXIAL COMPRESSIVE LOAD AND PIPE COMBINED STRESSES...

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APA: Copy

Seyfipour, Iman, Mirgaderi, Rasoul, & Shahrabi, Mostafa. (2014). EVALUATION OF IMPERFECT SUBSEA STEEL PIPELINE DESIGN SPECIALLY TAILORED FOR OPERATIONAL CONDITION. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/948563/en

Vancouver: Copy

Seyfipour Iman, Mirgaderi Rasoul, Shahrabi Mostafa. EVALUATION OF IMPERFECT SUBSEA STEEL PIPELINE DESIGN SPECIALLY TAILORED FOR OPERATIONAL CONDITION. 2014. Available from: https://sid.ir/paper/948563/en

IEEE: Copy

Iman Seyfipour, Rasoul Mirgaderi, and Mostafa Shahrabi, “EVALUATION OF IMPERFECT SUBSEA STEEL PIPELINE DESIGN SPECIALLY TAILORED FOR OPERATIONAL CONDITION,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2014, [Online]. Available: https://sid.ir/paper/948563/en

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