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 8
... determined from the velocity of sound within that material and its density . Using the ultrasonic methods , the elastic moduli can be obtained for single crystals . For polycrystals , however , the elastic moduli are calculated from ...
... determined from the velocity of sound within that material and its density . Using the ultrasonic methods , the elastic moduli can be obtained for single crystals . For polycrystals , however , the elastic moduli are calculated from ...
Page 136
... determine the resulting pipe / soil resistance per unit length of pipe , f . For Slope A , f , is determined to be 512 kN / m . Equation [ 17 ] is then solved for L ,. In this example , L , is calculated to be 30 meters ( or valley ...
... determine the resulting pipe / soil resistance per unit length of pipe , f . For Slope A , f , is determined to be 512 kN / m . Equation [ 17 ] is then solved for L ,. In this example , L , is calculated to be 30 meters ( or valley ...
Page 282
... determined numerically . The model uncertainty can also be in represented ways , one example being • several ' peak ( 4 , E , a ) = ε ( peak ( a ) ) . Commonly , the sensitivity to the soil friction is small and can be neglected , i.e. ...
... determined numerically . The model uncertainty can also be in represented ways , one example being • several ' peak ( 4 , E , a ) = ε ( peak ( a ) ) . Commonly , the sensitivity to the soil friction is small and can be neglected , i.e. ...
Contents
FATIGUE AND DEFORMATION | 1 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
FATIGUE DESIGN AND DETECTION | 73 |
Copyright | |
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analysis angle applied ASME assessment axial behaviour bending calculated cathodic protection corrosion crack growth rate crack propagation crack tip CTOD cycles deformation developed diameter displacement drillpipe dynamic elastic equation experimental factor failure fatigue crack growth fatigue strength ferrite finite element fracture mechanics fracture toughness free span geometry heat hoop stress hydrogen Ice Class increase initial installation J-Lay length limit load material maximum mbar method microstructure modulus nitrogen notch obtained offshore structures OMAE operating parameters pipe pipeline plastic Poisson's ratio predicted pressure ratio repair residual stress S-N curve scour sea ice sea water shielding gas simulated soil sour crude oil specimens steel strain rate stress intensity stress range surface Table Technology temperature tensile tubular joints values wall thickness water depth weld deposit weld metal weld toe weldment size effect wire yield strength Young's modulus