A parametric study of an offshore concrete pile under combined loading conditions using finite element method

Offshore piles are commonly used as foundation elements of various offshore structures, especially large structures such as Tension Leg Platforms (TLP). The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more accurate...

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Main Authors: J.A. Eicher, H. Guan, D. S. Jeng
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2002-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:http://10.0.0.97/EJSE/article/view/23
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author J.A. Eicher
H. Guan
D. S. Jeng
author_facet J.A. Eicher
H. Guan
D. S. Jeng
author_sort J.A. Eicher
collection DOAJ
description Offshore piles are commonly used as foundation elements of various offshore structures, especially large structures such as Tension Leg Platforms (TLP). The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more accurate and effective design, a finite element model is employed herein to determine the stresses and displacements in a concrete pile under combined structural and wave loadings. The vertical structural load is essentially a static load, while the lateral wave loading fluctuates in time domain and is directly affected by the incident wave angle. The parametric study will consist of varying certain parameters of the pile to study the effects of the stress distribution under various combinations of structural and wave loadings.
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spelling doaj.art-9ff46850058e44ffb947293b94ea3ade2023-08-29T11:47:59ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552002-01-012A parametric study of an offshore concrete pile under combined loading conditions using finite element methodJ.A. Eicher0H. Guan1D. S. Jeng2Griffith University Griffith University Griffith University Offshore piles are commonly used as foundation elements of various offshore structures, especially large structures such as Tension Leg Platforms (TLP). The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more accurate and effective design, a finite element model is employed herein to determine the stresses and displacements in a concrete pile under combined structural and wave loadings. The vertical structural load is essentially a static load, while the lateral wave loading fluctuates in time domain and is directly affected by the incident wave angle. The parametric study will consist of varying certain parameters of the pile to study the effects of the stress distribution under various combinations of structural and wave loadings. http://10.0.0.97/EJSE/article/view/23Offshore foundationsConcrete pileFinite element analysisWave loadWave-structure interaction
spellingShingle J.A. Eicher
H. Guan
D. S. Jeng
A parametric study of an offshore concrete pile under combined loading conditions using finite element method
Electronic Journal of Structural Engineering
Offshore foundations
Concrete pile
Finite element analysis
Wave load
Wave-structure interaction
title A parametric study of an offshore concrete pile under combined loading conditions using finite element method
title_full A parametric study of an offshore concrete pile under combined loading conditions using finite element method
title_fullStr A parametric study of an offshore concrete pile under combined loading conditions using finite element method
title_full_unstemmed A parametric study of an offshore concrete pile under combined loading conditions using finite element method
title_short A parametric study of an offshore concrete pile under combined loading conditions using finite element method
title_sort parametric study of an offshore concrete pile under combined loading conditions using finite element method
topic Offshore foundations
Concrete pile
Finite element analysis
Wave load
Wave-structure interaction
url http://10.0.0.97/EJSE/article/view/23
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