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 76
Page 147
Note that 8 given by Equation ( 11 ) gives the displacement at the pipe centerline ( Figure 1a , point o ) rather than the Pure Stretch axis for perfect plasticity ( Figure 1a , point o ' ) , hence we obtain a conservative prediction ...
Note that 8 given by Equation ( 11 ) gives the displacement at the pipe centerline ( Figure 1a , point o ) rather than the Pure Stretch axis for perfect plasticity ( Figure 1a , point o ' ) , hence we obtain a conservative prediction ...
Page 190
( applied stress exponent n ) of each isothermal line from equation ( 5 ) becomes -7.30 . Since the values of intercept of the log tr axis are the functions of temperature , the linear equation can be obtained as follows .
( applied stress exponent n ) of each isothermal line from equation ( 5 ) becomes -7.30 . Since the values of intercept of the log tr axis are the functions of temperature , the linear equation can be obtained as follows .
Page 191
103 The equation ( 1 " ) may be rewritten in the form 903K A A 963K 1 1023K 102 RUPTURE TIME ( hr ) log tr = n ' logo + B + C ' ( 1 " ) T Therefore , the equations ( 8 ) and ( 10 ) are in accordance with the minimum - commitment method ...
103 The equation ( 1 " ) may be rewritten in the form 903K A A 963K 1 1023K 102 RUPTURE TIME ( hr ) log tr = n ' logo + B + C ' ( 1 " ) T Therefore , the equations ( 8 ) and ( 10 ) are in accordance with the minimum - commitment method ...
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |