Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure

被引：0
|
作者：
Liyanapathirana, DS [1 ]
Deeks, AJ [1 ]
Randolph, MF [1 ]
机构：
[1] Univ Western Australia, Nedlands, WA 6009, Australia
来源：
PROCEEDINGS OF THE NINTH (1999) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1, 1999 | 1999年
关键词：
pile driving; open-ended piles; finite element method; Eulerian formulation; large deformations; residual stresses;
D O I：
暂无
中图分类号：
U6 [水路运输]; P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
This paper presents a new finite element procedure which simulates the large accumulated displacements of open-ended piles subjected to multiple hammer blows. Using this numerical procedure, development of yielded zone, build-up of residual stresses and non of soil around the pile are studied when the pile is subjected to multiple hammer blows. Finally, using this procedure, driving of a pile from the soil surface is studied. The ability to analyse this is the main advantage of this new finite element procedure.
引用
收藏
页码：700 / 705
页数：6
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