Nonlinear contact between pipeline’s outer wall and slip-on buckle arrestor’s inner wall during buckling process-Reference-Cited by-同舟云学术

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Nonlinear contact between pipeline’s outer wall and slip-on buckle arrestor’s inner wall during buckling process

Published:2017-01-08 Issue:1 Volume:16 Page:42-48
ISSN:1672-5182
Container-title:Journal of Ocean University of China
language:en
Short-container-title:J. Ocean Univ. China

Author:

Ma Weilin,Liu Jiande,Dong Sheng,Zhang Xin,Ma Xiaozhou

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Oceanography

Link

http://link.springer.com/content/pdf/10.1007/s11802-017-3066-5.pdf

Reference14 articles.

1. Dyau, J. Y., and Kyriakides, S., 1993a. On the localization of collapse in cylindrical shells under external pressure. International Journal of Solid and Structures, 30 (4): 463–482.

2. Dyau, J. Y., and Kyriakides, S., 1993b. On the propagation pressure of long cylindrical shells under external pressure. International Journal of Mechanics Science, 35 (8): 675–713.

3. Huang, K. Z., and Huang, Y. G., 1999. Constitutive Relationship of Solid. Tsinghua University Press, Beijing, 25–30.

4. Kyriakides, S., 2002. Efficiency limits for slip-on type buckle arrestors for offshore pipelines. Journal of Engineering Mechanics, 128 (1): 102–111.

5. Kyriakides, S., and Lee, L. H., 2005. Buckle propagation in confined steel tubes. International Journal of Mechanics Science, 47: 603–620.

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