Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 125
In addition , there is an argument on the reliability of the m - value determined by the iteration procedure . Gao , et al . ( 43 ) has pointed out that the shape parameter m determined by a conventional iteration procedure is non ...
In addition , there is an argument on the reliability of the m - value determined by the iteration procedure . Gao , et al . ( 43 ) has pointed out that the shape parameter m determined by a conventional iteration procedure is non ...
Page 162
Irradiated light itself has typical wavelength distribution determined by temperature and surface condition . Human eyes can recognize the light whose wavelength is between 400 nm and 750 nm . The peak wavelength from hot steel at ...
Irradiated light itself has typical wavelength distribution determined by temperature and surface condition . Human eyes can recognize the light whose wavelength is between 400 nm and 750 nm . The peak wavelength from hot steel at ...
Page 386
If larger - end of life CONCLUSIONS A methodology to determine the lifetime for PVDF pressure barriers from fatigue crack ... The lifetime will be determined from the number of cycles necessary to reach the end of life criterion .
If larger - end of life CONCLUSIONS A methodology to determine the lifetime for PVDF pressure barriers from fatigue crack ... The lifetime will be determined from the number of cycles necessary to reach the end of life criterion .
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield