The University of Southampton
University of Southampton Institutional Repository

Hydro-mechanically coupled interface finite element for the modeling of soil-structure interactions: Application to offshore constructions

Hydro-mechanically coupled interface finite element for the modeling of soil-structure interactions: Application to offshore constructions
Hydro-mechanically coupled interface finite element for the modeling of soil-structure interactions: Application to offshore constructions
This chapter presents how the multiphysical soil-structure interactions can be modeled using the finite element method. Hydro-mechanical couplings have become particularly important in many applications, as the loading rate and soil permeability are such that the soil behavior is not completely drained or undrained. The chapter provides a basic formulation of hydromechanically coupled finite elements of the interface. It also provides the governing equations and finite element formulations. The chapter highlights the importance of considering hydromechanically coupled interfaces in the soil-structure interaction. An example of suction caisson modeling is provided to illustrate the inherently partially drained (between drained and undrained) behavior of this foundation in the offshore environment and how interface elements are used to simulate this behavior. The fast development of offshore foundation technologies and the increasing complexity of simulations are likely to generalize the use of coupled interface elements.
Coupled interface elements, Finite element formulations, Finite element method, Hydro-mechanical couplings, Offshore environment, Soil-structure interactions, Suction caisson
1-54
Wiley
Cerfontaine, Benjamin
0730daf4-9d6b-4f2d-a848-a3fc54505a02
Charlier, Robert
3bba8221-b05d-431a-8a41-40f1b5dcc7e8
Cerfontaine, Benjamin
0730daf4-9d6b-4f2d-a848-a3fc54505a02
Charlier, Robert
3bba8221-b05d-431a-8a41-40f1b5dcc7e8

Cerfontaine, Benjamin and Charlier, Robert (2021) Hydro-mechanically coupled interface finite element for the modeling of soil-structure interactions: Application to offshore constructions. In, Deterministic Numerical Modeling of Soil Structure Interaction. Wiley, pp. 1-54. (doi:10.1002/9781119887690.ch1).

Record type: Book Section

Abstract

This chapter presents how the multiphysical soil-structure interactions can be modeled using the finite element method. Hydro-mechanical couplings have become particularly important in many applications, as the loading rate and soil permeability are such that the soil behavior is not completely drained or undrained. The chapter provides a basic formulation of hydromechanically coupled finite elements of the interface. It also provides the governing equations and finite element formulations. The chapter highlights the importance of considering hydromechanically coupled interfaces in the soil-structure interaction. An example of suction caisson modeling is provided to illustrate the inherently partially drained (between drained and undrained) behavior of this foundation in the offshore environment and how interface elements are used to simulate this behavior. The fast development of offshore foundation technologies and the increasing complexity of simulations are likely to generalize the use of coupled interface elements.

This record has no associated files available for download.

More information

Published date: 24 December 2021
Additional Information: Publisher Copyright: © ISTE Ltd 2021. All rights reserved.
Keywords: Coupled interface elements, Finite element formulations, Finite element method, Hydro-mechanical couplings, Offshore environment, Soil-structure interactions, Suction caisson

Identifiers

Local EPrints ID: 477449
URI: http://eprints.soton.ac.uk/id/eprint/477449
PURE UUID: 494d9eee-2e5d-47f2-8291-46ffbea90f90
ORCID for Benjamin Cerfontaine: ORCID iD orcid.org/0000-0002-4833-9412

Catalogue record

Date deposited: 06 Jun 2023 17:06
Last modified: 17 Mar 2024 04:02

Export record

Altmetrics

Contributors

Author: Robert Charlier

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×