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Relevant bibliographies by topics / SEPLA (Suction Embedded Plate Anchor)

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Journal articles
Dissertations / Theses
Conference papers

Academic literature on the topic 'SEPLA (Suction Embedded Plate Anchor)'

Author: Grafiati

Published: 4 June 2021

Last updated: 31 January 2023

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Journal articles on the topic "SEPLA (Suction Embedded Plate Anchor)"

1

Peccin Da Silva, Anderson, Andrea Diambra, and Dimitris Karamitros. "Macro-element modelling of suction-embedded plate anchors for floating offshore structures." E3S Web of Conferences 92 (2019): 16009. http://dx.doi.org/10.1051/e3sconf/20199216009.

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This work presents a new macro-element model to predict the behaviour of Suction Embedded Plate Anchors (SEPLAs) for floating offshore structures during keying and loading stages. Differently from previously published models for anchors, this new model is characterised by (i) a non-associated plastic potential with the aim of improving the prediction of anchor trajectory for the whole displacement domain and for a large range of padeye offsets; and (ii) by a strain-hardening rule enabling to predict the force and displacement mobilisation from the early stages of the keying process. The model

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2

Liu, Haixiao, Yancheng Yang, and Jinsong Peng. "A Unified Model for Analyzing Comprehensive Behaviors of Deepwater Anchors." Journal of Marine Science and Engineering 9, no. 8 (2021): 913. http://dx.doi.org/10.3390/jmse9080913.

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Anchors may exhibit various complicated behaviors in the seabed, especially for deepwater anchors including gravity installed anchors (GIAs) and drag embedment plate anchors (drag anchors), stimulating the development of an efficient analytical tool that applies to a variety of anchors. The present paper introduces a unified model for analyzing different anchor behaviors in both clay and sand, consisting of unified concepts, mechanical models, and analytical procedure. The kinematic behaviors of the anchors are classified uniformly as three types, i.e., diving, pulling out, and keying. By util

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3

Bang, S., S. Boonyong, and Y. Cho. "Field Installation and Pullout Test of Embedded Suction Anchors." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 117–23. http://dx.doi.org/10.1177/0361198105193600114.

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The field installation and pullout tests of an embedded suction anchor were conducted inside the Okpo Harbor located along the southeastern coast of South Korea in 2003. The embedded suction anchor was made of steel with an outside diameter of 1.91 m, length of 2.5 m, and thickness of 3 cm. It was installed by a 9.25-m-long suction pile attached at the top of the anchor. During installation of the embedded suction anchor and retrieval of the suction pile, the water pressure inside the suction pile versus the pile embedded length relationship was carefully measured. In addition, during the embe

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4

Zhao, Yanbing, and Haixiao Liu. "Key Techniques in Simulating Comprehensive Anchor Behaviors by Large Deformation Finite Element Analysis." Journal of Offshore Mechanics and Arctic Engineering 140, no. 1 (2017). http://dx.doi.org/10.1115/1.4037843.

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With the application of innovative anchor concepts and advanced technologies in deepwater moorings, anchor behaviors in the seabed are becoming more complicated, such as 360 deg rotation of the anchor arm, gravity installation of anchors with high soil strain rate, and keying and diving (or penetration) of anchors. The anchor line connects the anchor and the anchor handling vessel (AHV) or floating moored platform. With moving of the AHV or platform, anchor line produces a space movement, and forms a reverse catenary shape and even a three-dimensional (3D) profile in the soil. Finite element a

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Dissertations / Theses on the topic "SEPLA (Suction Embedded Plate Anchor)"

1

Song, Zhenhe. "Pullout behaviour of suction embedded plate anchors in clay." Thesis, Curtin University, 2008. http://hdl.handle.net/20.500.11937/2173.

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In recent years oil and gas mining has moved into increasingly deeper water in search of undeveloped fields. As water depths approach and exceed 3000 m conventional offshore foundation systems become inefficient and ineffective in stabilising platforms and floating production storage units. The trend of supporting structure design in deep water has been to install catenary and taut leg mooring systems. Consequently, many types of anchoring systems are being developed and used in order to withstand large mooring forces. The SEPLA (Suction Embedded Plate Anchor) is ideal for use in this situatio

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2

Song, Zhenhe. "Pullout behaviour of suction embedded plate anchors in clay." Curtin University of Technology, Dept. of Civil Engineering, 2008. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=18648.

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Abstract:

In recent years oil and gas mining has moved into increasingly deeper water in search of undeveloped fields. As water depths approach and exceed 3000 m conventional offshore foundation systems become inefficient and ineffective in stabilising platforms and floating production storage units. The trend of supporting structure design in deep water has been to install catenary and taut leg mooring systems. Consequently, many types of anchoring systems are being developed and used in order to withstand large mooring forces. The SEPLA (Suction Embedded Plate Anchor) is ideal for use in this situatio

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Conference papers on the topic "SEPLA (Suction Embedded Plate Anchor)"

1

Chen, Jinbo, Caspar N. Heyl, Jason A. Newlin, and Metin Karayaka. "Design of Large-Size Suction Embedded Plate Anchors for Permanent Mooring Systems in the Gulf of Mexico." In Offshore Technology Conference. OTC, 2021. http://dx.doi.org/10.4043/31129-ms.

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Abstract Suction embedded plate anchors (SEPLAs) are an economic solution for the mooring system of a floating production platform and have been deployed both in the Gulf of Mexico (GoM) and around the globe with excellent field performance records. The design of SEPLAs has gradually matured over the past two decades for conventional SEPLAs, but debates continue both in the industry and academia, e.g., on the function of the flap and the required keying. These design aspects become more critical for permanent mooring systems in the GoM where the anchors have to resist large mooring tensions fr

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