Response of submarine pipelines to impacts from dropped objects: Bed flexibility effects
Effects of soil–pipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are studied. For this, the impact on an internally pressurized pipeline resting on a flexible bed has been numerically simulated. The numerical mode...
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| Published in | International journal of impact engineering Vol. 62; pp. 129 - 141 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.12.2013
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0734-743X 1879-3509 |
| DOI | 10.1016/j.ijimpeng.2013.06.010 |
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| Abstract | Effects of soil–pipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are studied. For this, the impact on an internally pressurized pipeline resting on a flexible bed has been numerically simulated. The numerical model has first been validated against different sets of experimental data from the authors and a number of researches. A relatively extensive parametric study has then been carried out to examine effects from variations in the pipe geometry, internal pressure, boundary conditions, indentor shape and orientation, embedment depth of the pipe into the soil bed and subsoil mechanical properties on the pipeline response. It has been noticed that the presence of internal pressure results in substantial increase in the impact force. It, however, reduces the denting length, causing the deformation to become spatially more localized. It has also been shown that the flexibility of pipe bed plays an important role in the impact energy dissipation. This effect becomes more pronounced when the internal pressure is relatively low.
•The paper deals with the response of pressurized pipes under lateral loading.•Higher dent force has been obtained by increasing the internal pressure.•Pipe bed's flexibility plays an important role in the impact energy dissipation.•Higher bed's stiffness, larger dent with a specific input energy. |
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| AbstractList | Effects of soil–pipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are studied. For this, the impact on an internally pressurized pipeline resting on a flexible bed has been numerically simulated. The numerical model has first been validated against different sets of experimental data from the authors and a number of researches. A relatively extensive parametric study has then been carried out to examine effects from variations in the pipe geometry, internal pressure, boundary conditions, indentor shape and orientation, embedment depth of the pipe into the soil bed and subsoil mechanical properties on the pipeline response. It has been noticed that the presence of internal pressure results in substantial increase in the impact force. It, however, reduces the denting length, causing the deformation to become spatially more localized. It has also been shown that the flexibility of pipe bed plays an important role in the impact energy dissipation. This effect becomes more pronounced when the internal pressure is relatively low.
•The paper deals with the response of pressurized pipes under lateral loading.•Higher dent force has been obtained by increasing the internal pressure.•Pipe bed's flexibility plays an important role in the impact energy dissipation.•Higher bed's stiffness, larger dent with a specific input energy. Effects of soil-pipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are studied. For this, the impact on an internally pressurized pipeline resting on a flexible bed has been numerically simulated. The numerical model has first been validated against different sets of experimental data from the authors and a number of researches. A relatively extensive parametric study has then been carried out to examine effects from variations in the pipe geometry, internal pressure, boundary conditions, indentor shape and orientation, embedment depth of the pipe into the soil bed and subsoil mechanical properties on the pipeline response. It has been noticed that the presence of internal pressure results in substantial increase in the impact force. It, however, reduces the denting length, causing the deformation to become spatially more localized. It has also been shown that the flexibility of pipe bed plays an important role in the impact energy dissipation. This effect becomes more pronounced when the internal pressure is relatively low. Effects of soilapipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are studied. For this, the impact on an internally pressurized pipeline resting on a flexible bed has been numerically simulated. The numerical model has first been validated against different sets of experimental data from the authors and a number of researches. A relatively extensive parametric study has then been carried out to examine effects from variations in the pipe geometry, internal pressure, boundary conditions, indentor shape and orientation, embedment depth of the pipe into the soil bed and subsoil mechanical properties on the pipeline response. It has been noticed that the presence of internal pressure results in substantial increase in the impact force. It, however, reduces the denting length, causing the deformation to become spatially more localized. It has also been shown that the flexibility of pipe bed plays an important role in the impact energy dissipation. This effect becomes more pronounced when the internal pressure is relatively low. |
| Author | Arabzadeh, H. Parke, G.A.R. Ezzati, M. Zeinoddini, M. |
| Author_xml | – sequence: 1 givenname: M. surname: Zeinoddini fullname: Zeinoddini, M. email: zeinoddini@kntu.ac.ir organization: Department of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran – sequence: 2 givenname: H. surname: Arabzadeh fullname: Arabzadeh, H. email: arabzadehhamid@gmail.com organization: Department of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran – sequence: 3 givenname: M. surname: Ezzati fullname: Ezzati, M. email: Mezzati@sina.kntu.ac.ir organization: Department of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran – sequence: 4 givenname: G.A.R. surname: Parke fullname: Parke, G.A.R. email: g.parke@surrey.ac.uk organization: Department of Civil and Environmental Engineering, Guildford, Surrey, UK |
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| Cites_doi | 10.1115/1.3629622 10.1016/0020-7683(82)90045-2 10.1016/S0951-8339(98)00009-4 10.1007/BF02324991 10.1061/(ASCE)PS.1949-1204.0000098 10.1016/j.ijimpeng.2009.05.001 10.1016/S0020-7403(99)00099-5 10.1007/BF02317856 10.1016/0020-7403(81)90044-8 10.1016/0020-7403(88)90057-4 10.1016/S0734-743X(01)00157-9 10.1016/0020-7403(88)90104-X 10.1007/s11340-007-9111-3 10.1016/j.ijmecsci.2006.03.018 10.1016/0020-7683(78)90026-4 10.1016/j.ijimpeng.2007.08.002 10.1016/0020-7403(76)90015-1 10.1016/j.ijmecsci.2004.02.015 10.1115/1.3636567 10.1061/(ASCE)1090-0241(2004)130:8(830) 10.1243/0954408JPME97 10.1016/S0020-7403(98)00040-X 10.1002/9780470168097 10.1016/j.ijimpeng.2009.05.006 10.1016/S0029-8018(98)00036-5 10.1016/j.ijfatigue.2008.09.006 |
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| Keywords | Submarine pipeline Soil–pipe interaction Transverse impact Quasi-static Dent |
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| Snippet | Effects of soil–pipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are... Effects of soil-pipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are... Effects of soilapipe interaction on the response of continuously supported offshore pipelines subjected to transverse impacts caused by dropped objects are... |
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| SubjectTerms | Dent Denting Flexibility Internal pressure Mathematical models Offshore structures Pipe Pipelines Quasi-static Soil–pipe interaction Submarine pipeline Transverse impact Underwater structures |
| Title | Response of submarine pipelines to impacts from dropped objects: Bed flexibility effects |
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