NUMERICAL SIMULATION ON CAISSON BREAKWATER FAILURE DUE TO TSUNAMI OVERTOPPING USING PARTICLE-BASED ELASTOPLASTIC MODEL WITH MODIFICATION OF STRESS BY MLS-Reference-Cited by-同舟云学术

NUMERICAL SIMULATION ON CAISSON BREAKWATER FAILURE DUE TO TSUNAMI OVERTOPPING USING PARTICLE-BASED ELASTOPLASTIC MODEL WITH MODIFICATION OF STRESS BY MLS

Published:2018 Issue:2 Volume:74 Page:I_157-I_162
ISSN:1883-8944
Container-title:Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
language:en
Short-container-title:Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)

Author:

IKARI Hiroyuki,GOTOH Hitoshi,MATSUSHIMA Ryotarou,NIWA Genki

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/kaigan/74/2/74_I_157/_pdf

Reference10 articles.

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3. 4) Gotoh, H., Khayyer, A., Ikari, H., Arikawa, T. and Shimosako, K. : On enhancement of Incompressible SPH method for simulation of violent sloshing flows, Appl. Ocean Res., Vol. 46, pp. 104-115, 2014.

4. 5) Khayyer, A. and Gotoh, H. : Enhancement of stability and accuracy of the moving particle semi-implicit method, J. Comput. Phys., Vol. 230, pp. 3093-3118, 2011.

5. 6) Tsuruta, N., Khayyer, A. and Gotoh, H. : A short note on dynamic stabilization of moving particle semi-imlicit method, Comput. Fluids, Vol. 82, pp. 158-164, 2013.

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