The Flexural Response of a Submarine Pipeline to an Underwater Explosion Bubble

[+] Author and Article Information
Z. Zong, K. Y. Lam

Institute of High Performance Computing, 89-C Science Park Drive, No. 02-11/12, The Rutherford, Singapore Science Park I, Singapore 118261

J. Offshore Mech. Arct. Eng 122(3), 194-199 (Mar 31, 2000) (6 pages) doi:10.1115/1.1286518 History: Received July 23, 1999; Revised March 31, 2000
Copyright © 2000 by ASME
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Pressure at 18 m from a 135-kg TNT charge
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A submarine pipeline subjected to an underwater bubble—(a) coordinate system; (b) oil pipe section
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Interaction between a bubble and a pipeline
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Pipe-seabed interaction added mass (ma) versus unbounded flow added mass (ma)
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Time history of the bubble radius
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Response of a long cylindrical beam
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Load distribution at three time steps
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Mid-span response of the pipeline—(a) mid-span deflection; (b) mid-span pressure
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Time history of stress—(a) in concrete (N/m2); (b) in steel (N/m2)
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Maximum responses versus pipe length—(a) maximum stresses; (b) maximum deflection




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