Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 70
a 3.0 Figure 1 presents the axial strain at a given time as a function of the scatter angle . The uniaxial load is applied parallel to the mean c - axis and normal to the long axis of grains . This figure shows that the strain at a ...
a 3.0 Figure 1 presents the axial strain at a given time as a function of the scatter angle . The uniaxial load is applied parallel to the mean c - axis and normal to the long axis of grains . This figure shows that the strain at a ...
Page 71
The maximum principal stress o , was applied in the plane parallel to the long axis of grains with the angle between the mean c - axis and loading direction ranging from 0 to 90 degrees . Other principal stresses o , and o , were equal ...
The maximum principal stress o , was applied in the plane parallel to the long axis of grains with the angle between the mean c - axis and loading direction ranging from 0 to 90 degrees . Other principal stresses o , and o , were equal ...
Page 72
10.0 5.00 9.0 ACL = 0 3.75 0.0 FY S3b sea ice , 263 K Strain rate 1.0E - 5 Scatter angle 10 75 % confinement = Richter - Menge , 1991 - = Model prediction FY Sb3 sea ice , 263 K Scatter angle 10 I = Sinha CD , 1984 0 = Wang CD , 1983 o ...
10.0 5.00 9.0 ACL = 0 3.75 0.0 FY S3b sea ice , 263 K Strain rate 1.0E - 5 Scatter angle 10 75 % confinement = Richter - Menge , 1991 - = Model prediction FY Sb3 sea ice , 263 K Scatter angle 10 I = Sinha CD , 1984 0 = Wang CD , 1983 o ...
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Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
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analysis applied assessment bending calculated compared composition constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack ferrite Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield