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 197
A flexible equation for describing the crack growth rate ( da / AN ) as a function of stress intensity factor range ( AK ) is derived based on the corrosion fatigue mechanisms . A solution for equivalent loading utilizing the proposed ...
A flexible equation for describing the crack growth rate ( da / AN ) as a function of stress intensity factor range ( AK ) is derived based on the corrosion fatigue mechanisms . A solution for equivalent loading utilizing the proposed ...
Page 198
a an ( inert ) , true corrosion fatigue ( TCF ) and stress corrosion fatigue ( SCF ) , Fig . 1. Wei and Landes ( 1969 ) proposed ' superposition model ' , which adds the contributions of the different mechanisms .
a an ( inert ) , true corrosion fatigue ( TCF ) and stress corrosion fatigue ( SCF ) , Fig . 1. Wei and Landes ( 1969 ) proposed ' superposition model ' , which adds the contributions of the different mechanisms .
Page 200
However , it has some shortcomings in respect to the applicability for corrosion fatigue tests . First of all , the Ake , loses its significance when the constant amplitude crack growth rate curve is not linear .
However , it has some shortcomings in respect to the applicability for corrosion fatigue tests . First of all , the Ake , loses its significance when the constant amplitude crack growth rate curve is not linear .
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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