Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 520
Although many hours of testing have been carried out , the problems inherent with this system still present , especially those concerned with sea water con amination and HTP catalyst carry over . This project was terminated before these ...
Although many hours of testing have been carried out , the problems inherent with this system still present , especially those concerned with sea water con amination and HTP catalyst carry over . This project was terminated before these ...
Page 197
ABSTRACT INTRODUCTION a Analytical basis for analyzing spectrum fatigue tests in sea water is outlined . A flexible equation for describing the crack growth rate ( da / AN ) as a function of stress intensity factor range ( AK ) is ...
ABSTRACT INTRODUCTION a Analytical basis for analyzing spectrum fatigue tests in sea water is outlined . A flexible equation for describing the crack growth rate ( da / AN ) as a function of stress intensity factor range ( AK ) is ...
Page 199
Experimental results show that the influence of sea water usually vanishes for ak lower than 10 ... 15 MPavm . ... This proportionality is adopted , because a similar trend can also be found in seawater data ( eg .
Experimental results show that the influence of sea water usually vanishes for ak lower than 10 ... 15 MPavm . ... This proportionality is adopted , because a similar trend can also be found in seawater data ( eg .
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind