Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 86
... limit , strain limit , deflection limit , etc. ) = importance factor ; dependant on consequences of failure = gravity load factor αQ , αA , αE = live load factors VGOAE Q = load combination factor ≤ 1.0 = permanent gravity load effects ...
... limit , strain limit , deflection limit , etc. ) = importance factor ; dependant on consequences of failure = gravity load factor αQ , αA , αE = live load factors VGOAE Q = load combination factor ≤ 1.0 = permanent gravity load effects ...
Page 241
... limit state . This assumption is common in reliability theory , and is also naturally applied for the pipeline . Generally , a limit state function can be denoted as g ( x ) , where x is a set of random variables representing loads ...
... limit state . This assumption is common in reliability theory , and is also naturally applied for the pipeline . Generally , a limit state function can be denoted as g ( x ) , where x is a set of random variables representing loads ...
Page 253
... limit state , compared with that for the yielding limit state as shown in Figure 2. This is as expected , as the strength parame- ter applied here is the flow stress , which is 10 % higher than the yield strength applied in the yielding ...
... limit state , compared with that for the yielding limit state as shown in Figure 2. This is as expected , as the strength parame- ter applied here is the flow stress , which is 10 % higher than the yield strength applied in the yielding ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
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Alberta analysis applied Arctic assessment axial bending buckling buried pipelines calculated Canadian Standards Association coefficient construction corrosion crack criteria cylinder damage defects depth developed diameter displacement distribution effect elastic Engineering environmental equation equipment estimated evaluation failure probability fatigue finite element flow force fractile fracture fracture mechanics frequency frost heave frozen soil gas pipeline geometry hoop stress horizontal inspection installation interaction internal lift force Limit States Design load lognormal longitudinal maximum measured Mechanics meter methods offshore pipelines OMAE operation orifice orifice plate parameters permafrost pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability S-N curve scour simulation SMYS solution specific standards steel strain structural Table Technology ASME 1992 temperature differential tensile tube bundle usage factor variable velocity profile vertical vibration volumetric flow rate vortex shedding wall thickness weld yield strength