Pullout behavior of single and clustered torpedo anchors☆

被引：0
|
作者：
de Freitas, Alessandra Conde [1 ]
Balreira, David Sena [2 ]
Bakr, Dhuann Paiva Antunes Fiori [2 ]
de Almeida, Maria Cascao Ferreira [3 ]
Oliveira, Jose Renato M. S. [2 ]
de Almeida, Marcio de Souza Soares [2 ]
Genzani, Rachel Guerreiro Basilio Costa [4 ]
机构：
[1] Univ Fed Rio de Janeiro, Polytech Sch Engn, Rio De Janeiro, Brazil
[2] Fed Univ Rio Janeiro, COPPE, Grad Sch Engn, Rio De Janeiro, Brazil
[3] Fed Univ Rio Janeiro, COPPE, Polytech Sch Engn & Grad Sch Engn, Rio De Janeiro, Brazil
[4] Petrobras Res & Dev Ctr, Rio De Janeiro, Brazil
来源：
OCEAN ENGINEERING | 2024年 / 311卷
关键词：
Centrifuge modelling; Torpedo anchor T-120; Cluster; Vertical and inclined pullout; Speswhite kaolin; HOLDING CAPACITY; OUT CAPACITY; INSTALLATION;
D O I：
10.1016/j.oceaneng.2024.118858
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 deals with the determination of the load bearing capacity of single and clustered torpedo anchors installed in clay, for vertical and inclined pullout, by means of centrifuge tests. Undrained shear strength profiles were obtained using a T-bar on eight prepared clay beds. These profiles allowed normalization of the force values obtained experimentally in eleven pullout tests on single torpedo anchors and seventeen on clusters of two. The normalized force versus displacement curves for the 45 degrees inclined pullout exhibited higher force values than the 90 degrees vertical pullout. The tests of the clustered units presented the greatest efficiency for pullouts with a spacing of three times the total diameter around the fins of the torpedo anchor.
引用
收藏
页数：15
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