Study of Stresses Induced in Axisymmetric Buried thin Orthotropic Empty Cylindrical Shell Due to Shear-wave Loading
Axisymmetric dynamic response and the stresses induced in an empty buried pipe due to an incident shear wave under different soil conditions is the subject of this investigation. In this work the shell is assumed perfectly bonded to the surrounding medium of infinite extent. The pipeline has been mo...
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| Published in | Materials today : proceedings Vol. 2; no. 4-5; pp. 1603 - 1612 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
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Elsevier Ltd
2015
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| Abstract | Axisymmetric dynamic response and the stresses induced in an empty buried pipe due to an incident shear wave under different soil conditions is the subject of this investigation. In this work the shell is assumed perfectly bonded to the surrounding medium of infinite extent. The pipeline has been modelled as an infinitely long circular cylindrical shell buried in homogeneous, isotropic and elastic medium of infinite extent. For perfect bonding between soil and pipe, the stiffness and damping properties of soil are neglected. Results have been obtained for hard (rocky), medium hard and very soft (sandy) soil conditions surrounding the shell. The stress variations of pipe due to changes in properties of surrounding medium have been carefully studied of different angles of wave incidence. The different kinds of soils from soft and sandy to hard and rocky conditions have been taken into account. It is realised that the orthotropic parameters have a significant influence on the stresses (axial and hoop) depending on the soil conditions and the angle of incidence. |
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| AbstractList | Axisymmetric dynamic response and the stresses induced in an empty buried pipe due to an incident shear wave under different soil conditions is the subject of this investigation. In this work the shell is assumed perfectly bonded to the surrounding medium of infinite extent. The pipeline has been modelled as an infinitely long circular cylindrical shell buried in homogeneous, isotropic and elastic medium of infinite extent. For perfect bonding between soil and pipe, the stiffness and damping properties of soil are neglected. Results have been obtained for hard (rocky), medium hard and very soft (sandy) soil conditions surrounding the shell. The stress variations of pipe due to changes in properties of surrounding medium have been carefully studied of different angles of wave incidence. The different kinds of soils from soft and sandy to hard and rocky conditions have been taken into account. It is realised that the orthotropic parameters have a significant influence on the stresses (axial and hoop) depending on the soil conditions and the angle of incidence. |
| Author | Lal, Radha Krishna Kumar, P. Singh, V.P. Dwivedi, J.P. |
| Author_xml | – sequence: 1 givenname: V.P. surname: Singh fullname: Singh, V.P. – sequence: 2 givenname: J.P. surname: Dwivedi fullname: Dwivedi, J.P. – sequence: 3 givenname: Radha Krishna surname: Lal fullname: Lal, Radha Krishna email: radhakrishna773@gmail.com – sequence: 4 givenname: P. surname: Kumar fullname: Kumar, P. |
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| Cites_doi | 10.11127/ijammc.2013.02.003 10.1016/j.soildyn.2008.04.006 10.1016/0022-460X(88)90281-7 10.1016/0263-8223(89)90004-4 10.1016/0022-460X(89)90700-1 10.1016/j.soildyn.2011.02.003 10.1016/S0022-460X(88)80067-1 10.1016/j.engstruct.2008.12.012 10.1016/S0022-460X(87)81344-5 10.1016/0022-460X(87)90459-7 10.1002/eqe.4290120105 10.1016/j.soildyn.2011.06.005 10.1016/S0022-460X(81)80037-5 |
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| Keywords | Axial stress Cylindrical Shell Buried Pipelines Hoop stress Axisymmetric response |
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| References | Shantanu, Prashant, Deb, Jain (bib0060) 2011; 31 Singh, Upadhyay, Kishor (bib0015) 1987; 113 Tarek, Ha, O’Rourke, Symans, O’Rourke, Palmer, Stewart (bib0055) 2009; 29 Chonan (bib0025) 1981; 78 Nassira, Rajaie, Faal (bib0065) 2011; 31 Upadhyay, Mishar (bib0005) 1988; 121 Rao, Singh, Upadhyay (bib0070) 1989; 13 Prashantha, Lacrampe, Krawczak (bib0080) 2013; Vol3 Kamal, Singh, Mishrab, Bhasina (bib0075) 2014 Upadhyay, Mishar (bib0010) 1988; 125 Datta, Chakraborty, Shah (bib0030) 1984; 12 Dwivedi, Upadhyay (bib0035) 1989; 135 Lee, Kim, Lee, Kong (bib0050) 2009; 31 Dwivedi, Upadhyay (bib0040) 1989; 139 Singh, Upadhyay, Kishor (bib0045) 1987; 119 Cole, Ritter, Jordon (bib0020) 1979 Kamal (10.1016/j.matpr.2015.07.087_bib0075) 2014 Dwivedi (10.1016/j.matpr.2015.07.087_bib0040) 1989; 139 Cole (10.1016/j.matpr.2015.07.087_bib0020) 1979 Dwivedi (10.1016/j.matpr.2015.07.087_bib0035) 1989; 135 Singh (10.1016/j.matpr.2015.07.087_bib0015) 1987; 113 Rao (10.1016/j.matpr.2015.07.087_bib0070) 1989; 13 Upadhyay (10.1016/j.matpr.2015.07.087_bib0005) 1988; 121 Upadhyay (10.1016/j.matpr.2015.07.087_bib0010) 1988; 125 Shantanu (10.1016/j.matpr.2015.07.087_bib0060) 2011; 31 Tarek (10.1016/j.matpr.2015.07.087_bib0055) 2009; 29 Datta (10.1016/j.matpr.2015.07.087_bib0030) 1984; 12 Prashantha (10.1016/j.matpr.2015.07.087_bib0080) 2013; Vol3 Chonan (10.1016/j.matpr.2015.07.087_bib0025) 1981; 78 Nassira (10.1016/j.matpr.2015.07.087_bib0065) 2011; 31 Lee (10.1016/j.matpr.2015.07.087_bib0050) 2009; 31 Singh (10.1016/j.matpr.2015.07.087_bib0045) 1987; 119 |
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| SubjectTerms | Axial stress Axisymmetric response Buried Pipelines Cylindrical Shell Hoop stress |
| Title | Study of Stresses Induced in Axisymmetric Buried thin Orthotropic Empty Cylindrical Shell Due to Shear-wave Loading |
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