Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 19
The global and local stress concentration factors are calculated based on the relative stress concentration of the bracket detail to the standard ' class ' bracket ( taken from ref [ 2 ] ) . These stress concentration factors can be ...
The global and local stress concentration factors are calculated based on the relative stress concentration of the bracket detail to the standard ' class ' bracket ( taken from ref [ 2 ] ) . These stress concentration factors can be ...
Page 116
... Stress range 400 Aσ [ MPa ] 400 200 ( b ) the sequence of stress variations . Nevertheless the analy- sis is of necessity performed resorting to a more accessible approach . Palmgren - Miner's rule is indeed the most fre- quently used ...
... Stress range 400 Aσ [ MPa ] 400 200 ( b ) the sequence of stress variations . Nevertheless the analy- sis is of necessity performed resorting to a more accessible approach . Palmgren - Miner's rule is indeed the most fre- quently used ...
Page 727
... stress RAOS by ication of several methods with different levels of istication . In the present study a simple beam model is ied to transform load RAOS into stress RAOs . As an native a Finite Element Method could have been applied . The ...
... stress RAOS by ication of several methods with different levels of istication . In the present study a simple beam model is ied to transform load RAOS into stress RAOs . As an native a Finite Element Method could have been applied . The ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind