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...
Main Authors: | , , |
---|---|
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 |
_version_ | 1797733560159830016 |
---|---|
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.
|
first_indexed | 2024-03-12T12:29:52Z |
format | Article |
id | doaj.art-9ff46850058e44ffb947293b94ea3ade |
institution | Directory Open Access Journal |
issn | 1443-9255 |
language | English |
last_indexed | 2024-03-12T12:29:52Z |
publishDate | 2002-01-01 |
publisher | Electronic Journals for Science and Engineering - International |
record_format | Article |
series | Electronic Journal of Structural Engineering |
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 |
work_keys_str_mv | AT jaeicher aparametricstudyofanoffshoreconcretepileundercombinedloadingconditionsusingfiniteelementmethod AT hguan aparametricstudyofanoffshoreconcretepileundercombinedloadingconditionsusingfiniteelementmethod AT dsjeng aparametricstudyofanoffshoreconcretepileundercombinedloadingconditionsusingfiniteelementmethod AT jaeicher parametricstudyofanoffshoreconcretepileundercombinedloadingconditionsusingfiniteelementmethod AT hguan parametricstudyofanoffshoreconcretepileundercombinedloadingconditionsusingfiniteelementmethod AT dsjeng parametricstudyofanoffshoreconcretepileundercombinedloadingconditionsusingfiniteelementmethod |