Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page iv
... Mechanics & Engineers Ltd. , Surrey , United Kingdom A. Ferrante , Petrobras , Rio de Janeiro , Brazil E.M. Gershunov , Consultant , Irvine , California , USA O.M. Griffin , Naval Research Laboratory , Washington , DC , USA K.M. Han ...
... Mechanics & Engineers Ltd. , Surrey , United Kingdom A. Ferrante , Petrobras , Rio de Janeiro , Brazil E.M. Gershunov , Consultant , Irvine , California , USA O.M. Griffin , Naval Research Laboratory , Washington , DC , USA K.M. Han ...
Page 97
... Mechanics and Arctic Engineering Symposium , 1983 , pp . 553–561 . 3. Baum , M.R. , " The Development of the Breach Generated by Axial Rupture of a Gas - Pressurized Steel Pipe " , ASME Journal of Pressure Vessel Technology Vol . 104 ...
... Mechanics and Arctic Engineering Symposium , 1983 , pp . 553–561 . 3. Baum , M.R. , " The Development of the Breach Generated by Axial Rupture of a Gas - Pressurized Steel Pipe " , ASME Journal of Pressure Vessel Technology Vol . 104 ...
Page 229
... Mechanics and Arctic Engineering velocity . The mechanical strength of the steels used must thus be compatible with satisfactory stability vis - à - vis a series of environmental attack factors which , in relation to the chemical and ...
... Mechanics and Arctic Engineering velocity . The mechanical strength of the steels used must thus be compatible with satisfactory stability vis - à - vis a series of environmental attack factors which , in relation to the chemical and ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
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analysis applied Arctic areas assumed axial bending bottom boundary calculated caused coefficient combined compared Conference considered corrosion crack cylinder depth determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow free span frequency function given ground hydrodynamic increase influence installation International layer leak detection length lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relative resistance response riser roughness sand scour seabed shown shows simulated soil solution steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding