Steel Forgings for a Tension Leg Platform Anchoring System—The Design and Management Contractor's Experience of Their Manufacture and Testing

2008 ◽  
pp. 540-540-10
Author(s):  
PJ Whitehouse
1979 ◽  
Vol 16 (04) ◽  
pp. 343-352
Author(s):  
Cuneyt Capanoglu

As oil exploration and production move into water depths over 1000 ft (305 m), several companies are investigating compliant structures as possible solutions to the economic and engineering problems involved. This paper focuses on the tension-leg type of platform, a positively buoyant structure kept on location by a pretensioned anchoring system. The basic approach to design of a tension-leg platform system, the various components of the system and the interaction between naval architectural and structural design considerations are presented. The author points out that planning for a successful design must include:preparation of good design criteria,determination of variables,evaluation of variables for sensitivity and interaction,accurate and timely engineering decisions in selection of a set of parameters, andparallel studies covering fabrication, transportation and installation requirements. Appendices give the mathematical bases for computing motions of the tenslon-leg platform and graphic illustrations of platform characteristics and the effects of typical exciting forces.


2017 ◽  
Vol 16 (1) ◽  
pp. 87-92 ◽  
Author(s):  
Yongjun Chen ◽  
Dagang Zhang
Keyword(s):  

2014 ◽  
Vol 6 (5) ◽  
pp. 053108 ◽  
Author(s):  
Anders Mandrup Hansen ◽  
Robert Laugesen ◽  
Henrik Bredmose ◽  
Robert Mikkelsen ◽  
Nikolaos Psichogios

2013 ◽  
Vol 18 (6) ◽  
pp. 551-556
Author(s):  
A. Nevler ◽  
U. Willantz ◽  
O. Doron ◽  
J. Sandbank ◽  
Y. Ziv

2015 ◽  
Vol 2015 ◽  
pp. 1-8 ◽  
Author(s):  
Xigui Zheng ◽  
Jinbo Hua ◽  
Nong Zhang ◽  
Xiaowei Feng ◽  
Lei Zhang

A limitation in research on bolt anchoring is the unknown relationship between dynamic perturbation and mechanical characteristics. This paper divides dynamic impulse loads into engineering loads and blasting loads and then employs numerical calculation software FLAC3Dto analyze the stability of an anchoring system perturbed by an impulse load. The evolution of the dynamic response of the axial force/shear stress in the anchoring system is thus obtained. It is revealed that the corners and middle of the anchoring system are strongly affected by the dynamic load, and the dynamic response of shear stress is distinctly stronger than that of the axial force in the anchoring system. Additionally, the perturbation of the impulse load reduces stress in the anchored rock mass and induces repeated tension and loosening of the rods in the anchoring system, thus reducing the stability of the anchoring system. The oscillation amplitude of the axial force in the anchored segment is mitigated far more than that in the free segment, demonstrating that extended/full-length anchoring is extremely stable and surpasses simple anchors with free ends.


2016 ◽  
Vol 57 (3) ◽  
pp. 208 ◽  
Author(s):  
Young Hyo Choi ◽  
Hye Won Lee ◽  
Seo Yeon Lee ◽  
Deok Hyun Han ◽  
Seong Il Seo ◽  
...  

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