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Numerical modeling of seafloor interaction with steel catenary riser.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Numerical modeling of seafloor interaction with steel catenary riser./
作者:	You, Jung Hwan.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 2012,
面頁冊數:	184 p.
附註:	Source: Dissertations Abstracts International, Volume: 74-06, Section: B.
Contained By:	Dissertations Abstracts International74-06B.
標題:	Civil engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3532307
ISBN:	9781267750013

Numerical modeling of seafloor interaction with steel catenary riser.
You, Jung Hwan.

Numerical modeling of seafloor interaction with steel catenary riser. - Ann Arbor : ProQuest Dissertations & Theses, 2012 - 184 p.

Source: Dissertations Abstracts International, Volume: 74-06, Section: B.

Thesis (Ph.D.)--Texas A&M University, 2012.

This item must not be added to any third party search indexes.

Realistic predictions of service life of steel catenary risers (SCR) require an accurate characterization of seafloor stiffness in the zone where the riser contacts the seafloor, the socalled touchdown area (TDA). This paper describes the key features of a seafloor-riser interaction model based on the previous experimental model tests. The seafloor is represented in terms of non-linear load-deflection (P-y) relationships, which are also able to account for soil stiffness degradation due to vertical cyclic loading. The P-y approach has some limitations, but simulations show good agreement with experimental data. Hence, stiffness degradation and rate effects during penetration and uplift motion (suction force increase) of the riser are well captured through comparison with previous experimental tests carried out at the Centre for Offshore Foundation Systems (COFS) and Norwegian Geotechnical Institute (NGI). The analytical framework considers the riser-seafloor interaction problem in terms of a pipe resting on a bed of springs, and requires the iterative solution of a fourth-order ordinary differential equation. A series of simulations is used to illustrate the capabilities of the model. Due to the non-linear soil springs with stiffness degradation it is possible to simulate the trench formation process and estimate deflections and moments along the riser length. The seabed model is used to perform parametric studies to assess the effects of stiffness, soil strength, amplitude of pipe displacements, and riser tension on pipe deflections and bending stresses. The input parameters include the material properties (usually pipe and soil), model parameters, and loading conditions such as the amplitude of imposed displacements, tension, and moment. Primary outputs from this model include the deflected shape of the riser pipe and bending moments along riser length. The code also provides the location of maximum trench depth and the position where the maximum bending moment occurs and any point where user is interested in.

ISBN: 9781267750013Subjects--Topical Terms:

860360
Civil engineering.
Subjects--Index Terms:

Seafloor

Numerical modeling of seafloor interaction with steel catenary riser.
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245 1 0 $a Numerical modeling of seafloor interaction with steel catenary riser.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2012
300 $a 184 p.
500 $a Source: Dissertations Abstracts International, Volume: 74-06, Section: B.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Biscontin, Giovanna;Aubeny, Charles.
502 $a Thesis (Ph.D.)--Texas A&M University, 2012.
506 $a This item must not be added to any third party search indexes.
506 $a This item must not be sold to any third party vendors.
506 $a This item is not available from ProQuest Dissertations & Theses.
520 $a Realistic predictions of service life of steel catenary risers (SCR) require an accurate characterization of seafloor stiffness in the zone where the riser contacts the seafloor, the socalled touchdown area (TDA). This paper describes the key features of a seafloor-riser interaction model based on the previous experimental model tests. The seafloor is represented in terms of non-linear load-deflection (P-y) relationships, which are also able to account for soil stiffness degradation due to vertical cyclic loading. The P-y approach has some limitations, but simulations show good agreement with experimental data. Hence, stiffness degradation and rate effects during penetration and uplift motion (suction force increase) of the riser are well captured through comparison with previous experimental tests carried out at the Centre for Offshore Foundation Systems (COFS) and Norwegian Geotechnical Institute (NGI). The analytical framework considers the riser-seafloor interaction problem in terms of a pipe resting on a bed of springs, and requires the iterative solution of a fourth-order ordinary differential equation. A series of simulations is used to illustrate the capabilities of the model. Due to the non-linear soil springs with stiffness degradation it is possible to simulate the trench formation process and estimate deflections and moments along the riser length. The seabed model is used to perform parametric studies to assess the effects of stiffness, soil strength, amplitude of pipe displacements, and riser tension on pipe deflections and bending stresses. The input parameters include the material properties (usually pipe and soil), model parameters, and loading conditions such as the amplitude of imposed displacements, tension, and moment. Primary outputs from this model include the deflected shape of the riser pipe and bending moments along riser length. The code also provides the location of maximum trench depth and the position where the maximum bending moment occurs and any point where user is interested in.
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793 $a English
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