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 329
... strain curve in the initial linear and reversible portion of the response . The yield stress as defined herein is the stress at a strain of 0.5 percent as prescribed by CSA Standard Z245.1-1979 . It should be pointed out that the ...
... strain curve in the initial linear and reversible portion of the response . The yield stress as defined herein is the stress at a strain of 0.5 percent as prescribed by CSA Standard Z245.1-1979 . It should be pointed out that the ...
Page 331
... strain curve . One method to describe the effective stress - strain curve is by the curvilinear Ramberg - Osgood representation given above and shown within Figure 1 . Within the Ramberg - Osgood formulation , as applied herein , the ...
... strain curve . One method to describe the effective stress - strain curve is by the curvilinear Ramberg - Osgood representation given above and shown within Figure 1 . Within the Ramberg - Osgood formulation , as applied herein , the ...
Page 332
... strain space plot given within Figure Besides the critical strain states shown within Figure 5 , is the von Mises yield surface , in terms of elastic strains , associated with the two material representations . The most interesting ...
... strain space plot given within Figure Besides the critical strain states shown within Figure 5 , is the von Mises yield surface , in terms of elastic strains , associated with the two material representations . The most interesting ...
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