Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 67
The soil surrounding the pipe is modelled by a set of nonlinear elasto - plastic
springs that act in three orthogonal directions at each node of the pipeline model
. The axial spring is parallel to the pipe axis and gives the overall longitudinal
force ...
The soil surrounding the pipe is modelled by a set of nonlinear elasto - plastic
springs that act in three orthogonal directions at each node of the pipeline model
. The axial spring is parallel to the pipe axis and gives the overall longitudinal
force ...
Page 225
1995 OMAE - Volume V , Pipeline Technology ASME 1995 to penetration
ABSTRACT This paper describes a pipe - soil interaction model applicable for
pipelines lying on , or partially buried in , clay soils and subjected to
hydrodynamic forces ...
1995 OMAE - Volume V , Pipeline Technology ASME 1995 to penetration
ABSTRACT This paper describes a pipe - soil interaction model applicable for
pipelines lying on , or partially buried in , clay soils and subjected to
hydrodynamic forces ...
Page 228
Combining the LHS and S yields F , F . and thus , in the above equation , S
expresses the effects of the soil bearing capacity . The parameter G expresses
the relative importance of the soil resistance due to soil shear strength and due to
the ...
Combining the LHS and S yields F , F . and thus , in the above equation , S
expresses the effects of the soil bearing capacity . The parameter G expresses
the relative importance of the soil resistance due to soil shear strength and due to
the ...
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allowable analysis applied approach approximately assessment associated axial bending bottom buckling calculated coating compressive concrete considered construction corrosion cost criteria critical curvature curve defects deformation depth described determined diameter direction displacement distribution effect element Engineering equation factors failure field Figure flow force function given ground important increase indicated initial inspection installation integrity internal joint laying length limit load material maximum means measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specimen steel strain strength stress structural surface Table Technology temperature tension tests thickness values wall wave weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813118, 9780791813119 |
| Export Citation | BiBTeX EndNote RefMan |