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Stress and deformation of offshore piles under structural and wave loading

✍ Scribed by J.A Eicher; H Guan; D.S Jeng


Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
360 KB
Volume
30
Category
Article
ISSN
0029-8018

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✦ Synopsis


Various offshore structures, especially large structures such as Tension Leg Platforms (TLP), are usually supported by concrete piles as the foundation elements. 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 for offshore foundation systems under axial and lateral wave loads, a finite element model is employed herein to determine the stresses and displacements in a concrete pile under similar loading conditions. A parametric study is also performed to examine the effects of the stress distribution due to the changing loading conditions.


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