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 1189
... strain was found to be concrete crushing , and trials were performed demonstrating that the concrete would not crush when the pipe was bent to a strain of 0.3 % . This allowed increased overbend strain thereby permitting reduced lay ...
... strain was found to be concrete crushing , and trials were performed demonstrating that the concrete would not crush when the pipe was bent to a strain of 0.3 % . This allowed increased overbend strain thereby permitting reduced lay ...
Page 1242
... strain rate to the triaxial failure stress ( σ , σ2 ) for confining pressures of up to 85.0 MPa and for strain rates of up to 1.4 X 102 s1 . Nadreau and Michel ( 1986 ) used the results of Jones ' tests to develop a teardrop shaped ...
... strain rate to the triaxial failure stress ( σ , σ2 ) for confining pressures of up to 85.0 MPa and for strain rates of up to 1.4 X 102 s1 . Nadreau and Michel ( 1986 ) used the results of Jones ' tests to develop a teardrop shaped ...
Page 1245
... strain rate in ice ranges between 7 X 102 s1 to 2 s ' , which is a high strain rate range . At these high strain rates , the elliptical failure curve can be used successfully in the numerical simulations and calculations of impact ice ...
... strain rate in ice ranges between 7 X 102 s1 to 2 s ' , which is a high strain rate range . At these high strain rates , the elliptical failure curve can be used successfully in the numerical simulations and calculations of impact ice ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
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alloys application ASME assessment axial bending buckling calculated coefficient composite Copyright corrosion crack growth CTOD cycles deformation depth displacement distribution DQEM drag coefficient drilling fluid Engineering equation failure fatigue crack Figure finite element fire flexible pipe flow flowline FM analysis fracture mechanics function grade gradient hammer peening increase initial inspection installation insulation interlayer layer length lift coefficient material maximum method mode operation parameters peening pipeline plastic plate predicted pressure probabilistic production propagation properties PWHT reduced velocity reliability resistance riser seabed shear shielding gas shown simulation SINTEF SN curves soil span specimens Statoil steel strain strength stress intensity factor stress range surface Table temperature tensile thermal thickness titanium tubular joints tundra turbidity current values vertical loop vessel weld metal weld toe yield strength yield stress Zeepipe