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 381
... CYCLES POTENTIAL DROP --- 340,000 CYCLES BEACH MARK · 340,000 CYCLES POTENTIAL DROP X 310,000 CYCLES BEACH MARK 310.000 CYCLES POTENTIAL OROP A 260.000 CYCLES BEACH MARK 260.000 CYCLES POTENTIAL DROP -24.00 -20.00 -16.00 -12.00 00 -4,00 ...
... CYCLES POTENTIAL DROP --- 340,000 CYCLES BEACH MARK · 340,000 CYCLES POTENTIAL DROP X 310,000 CYCLES BEACH MARK 310.000 CYCLES POTENTIAL OROP A 260.000 CYCLES BEACH MARK 260.000 CYCLES POTENTIAL DROP -24.00 -20.00 -16.00 -12.00 00 -4,00 ...
Page 382
... cycles 260,000 cycles ( Beach mark ) c . 294,080 cycles ( Beach mark ) d 319 , 765 cycles ( Beach mark ) 350 , 780 cycles ( Beach mark ) N , 142,300 cycles ( 0.5 mm depth ) My 411,650 cycles ( Break through ) N 630,650 cycles ( End of ...
... cycles 260,000 cycles ( Beach mark ) c . 294,080 cycles ( Beach mark ) d 319 , 765 cycles ( Beach mark ) 350 , 780 cycles ( Beach mark ) N , 142,300 cycles ( 0.5 mm depth ) My 411,650 cycles ( Break through ) N 630,650 cycles ( End of ...
Page 442
... cycles △ + = ENVIRONMENTAL CRACKING OF CATHODICALLY PROTECTED MARINE STRUCTURAL STEELS IN A. 20.0 ANGLE FROM HOT ... cycles 0 = 61 k - cycles A = 81 k - cycles + = 103 k - cycles x = 121 k - cycles v = 143 k - cycles Figure 8 PP3 = 309 k ...
... cycles △ + = ENVIRONMENTAL CRACKING OF CATHODICALLY PROTECTED MARINE STRUCTURAL STEELS IN A. 20.0 ANGLE FROM HOT ... cycles 0 = 61 k - cycles A = 81 k - cycles + = 103 k - cycles x = 121 k - cycles v = 143 k - cycles Figure 8 PP3 = 309 k ...
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