Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 75
Page 381
45 Legend A Al weld toe X 13.2 mm from weld O 35-40 mm from weld 130 15 10 ° ( Soddle ) Z --- 975,000 CYCLES BEACH MARK X 375.000 CYCLES POTENTIAL OROP 340.000 CYCLES BEACM MARK 340.000 CYCLES POTENTIAL DROP 310.000 CYCLES BEACH MARK ...
45 Legend A Al weld toe X 13.2 mm from weld O 35-40 mm from weld 130 15 10 ° ( Soddle ) Z --- 975,000 CYCLES BEACH MARK X 375.000 CYCLES POTENTIAL OROP 340.000 CYCLES BEACM MARK 340.000 CYCLES POTENTIAL DROP 310.000 CYCLES BEACH MARK ...
Page 382
185 , 413 cycles 260,000 cycles ( Beoch mark ) 4.294,080 cycles ( Broch mark ) ..319 , 765 Cycles ( beoch merk ) • 350 , 780 cycles Broch mork ) N , 142,300 cycles to Stepin ) Nze411,650 cycles ( Break through ) N.630,650 cycles ( End ...
185 , 413 cycles 260,000 cycles ( Beoch mark ) 4.294,080 cycles ( Broch mark ) ..319 , 765 Cycles ( beoch merk ) • 350 , 780 cycles Broch mork ) N , 142,300 cycles to Stepin ) Nze411,650 cycles ( Break through ) N.630,650 cycles ( End ...
Page 442
ANGLE FROM HOT - SPOT ( degrees ) -30.0 -16.0 0.0 16.0 -45.0 30.0 45.0 1.0 20.0 oto wo oo O = 42 k - cycles O = 61 k - cycles A = 81 k - cycles + = 103 k - cycles X = 121 k - cycles O = 143 k - cycles Doroso notion X XXXXX 0.5 ( 1/6 ) ...
ANGLE FROM HOT - SPOT ( degrees ) -30.0 -16.0 0.0 16.0 -45.0 30.0 45.0 1.0 20.0 oto wo oo O = 42 k - cycles O = 61 k - cycles A = 81 k - cycles + = 103 k - cycles X = 121 k - cycles O = 143 k - cycles Doroso notion X XXXXX 0.5 ( 1/6 ) ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
THICKNESS EFFECTS | 1 |
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 | |
46 other sections not shown
Other editions - View all
Common terms and phrases
alloy analysis applied base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength