Marine pipeline–seabed interaction modeling based on Kerr-type foundation-Reference-Cited by-同舟云学术

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Marine pipeline–seabed interaction modeling based on Kerr-type foundation

Published:2018-11 Issue: Volume:80 Page:228-239
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Antonio Leonardo Machado,Pavanello Renato^ORCID,Barros Pérsio Leister de Almeida

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference34 articles.

1. Fatigue reliability analysis of a steel catenary riser at the touchdown point incorporating soil model uncertainties;Li;Appl. Ocean Res.,2012

2. Interaction between catenary riser and soft seabed: large-scale indoor tests;Wang;Appl. Ocean Res.,2014

3. Die Lehre von der Elastizitat und Festigkeit;Winkler,1867

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stability analysis of sandwich double nanobeam-system with varying cross-section interconnected by Kerr-type three-parameter elastic layer;Thin-Walled Structures;2024-11

2. Numerical study on the effect of SLWR buoyancy configuration on pipe-soil interaction based on co-rotational method;Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment;2024-08-01

3. Deformation Pattern of Beams Rested on Different Foundation Models in Nonuniform Foundation Conditions;International Journal of Geomechanics;2024-01

4. Numerical analysis of pipe–soil interaction between SCR and nonlinear seabed based on co-rotational approach;Ships and Offshore Structures;2023-05-18

5. Natural frequency investigation of graphene oxide powder nanocomposite cylindrical shells surrounded by Winkler/Pasternak/Kerr elastic foundations with a focus on various boundary conditions;Engineering Analysis with Boundary Elements;2023-04

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