Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 243
... Temperature : Room temperature . 90 ° C . 9 . Hydrostatic pressure test with axial loading Purpose : To determine leakpressure of the pipe system with biaxial loading . Performance : The pipe system are Medium : Purpose : pressurized to ...
... Temperature : Room temperature . 90 ° C . 9 . Hydrostatic pressure test with axial loading Purpose : To determine leakpressure of the pipe system with biaxial loading . Performance : The pipe system are Medium : Purpose : pressurized to ...
Page 465
... temperature may be derived on the basis of the assumption that the material constant , m , in the expression for the structural damage varies linearly with the modulus of elasticity for different temperatures ( Figure 8 ) . A member ...
... temperature may be derived on the basis of the assumption that the material constant , m , in the expression for the structural damage varies linearly with the modulus of elasticity for different temperatures ( Figure 8 ) . A member ...
Page 591
... temperature are important for cold regions engi- neering . This paper summarizes the results of a series of laboratory studies on selected mechanical properties of normal and high - strength concrete in the temperature range of + 20 ° C ...
... temperature are important for cold regions engi- neering . This paper summarizes the results of a series of laboratory studies on selected mechanical properties of normal and high - strength concrete in the temperature range of + 20 ° C ...
Contents
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
Copyright | |
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adhesion strength alloy aluminum analysis applied Arctic Engineering austenite axial base metal behaviour bending brace calculated cathodic protection Charpy chord composite Conference on Offshore corrosion fatigue crack depth crack front crack growth rate crack initiation crack propagation crevice corrosion CTOD defects developed energy equation experimental fabrication fatigue crack growth fatigue strength ferrite Figure finite element fracture mechanics fracture toughness geometry grade heat input heat treatment HSLA steels increase influence kJ/cm levels line spring load material mechanical properties Mechanics and Arctic method microstructure notch Offshore Mechanics offshore structures parameter pipe pitting pitting corrosion plate thickness predicted PWHT ratio reduced S-N curves shown in Fig solution specimens strain stress concentration stress intensity factor stress range submerged arc welding surface crack T-joints Table temperature tensile thickness effect tubular joints values wall thickness weld metal weld profile weld toe weldability welded joints yield strength