Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
From inside the book
Results 1-3 of 51
Page 10
... strain , and ( 2 ) both materials exhibit Lüders strain . For other case when only one material exhibits Lüders strain , the equations are similar . For a more detailed description , see [ 9 ] . Level 2 : Yield and Ultimate Stress ...
... strain , and ( 2 ) both materials exhibit Lüders strain . For other case when only one material exhibits Lüders strain , the equations are similar . For a more detailed description , see [ 9 ] . Level 2 : Yield and Ultimate Stress ...
Page 11
... Strain For O < L , < 1 , -1/2 f ( L , ( 10 ) At L - 1 , the function f ( L , ) is taken as discon- tinuous and reduces to the value f ( 1 ) , which is dependent on the extent of the Lüders strain : λM = f ( 1 ) ft ) - ( bw + zÅu 22M ...
... Strain For O < L , < 1 , -1/2 f ( L , ( 10 ) At L - 1 , the function f ( L , ) is taken as discon- tinuous and reduces to the value f ( 1 ) , which is dependent on the extent of the Lüders strain : λM = f ( 1 ) ft ) - ( bw + zÅu 22M ...
Page 240
... strain rates of the order of 10 s1 , while slam impact at the bow of a ship results in strain rate in the mid - ships section of around 2 x 103 = 100 MPa in 0.25s . By extrapolating measured values it may deduced that strain rates of ...
... strain rates of the order of 10 s1 , while slam impact at the bow of a ship results in strain rate in the mid - ships section of around 2 x 103 = 100 MPa in 0.25s . By extrapolating measured values it may deduced that strain rates of ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
Development of the SINTAP Failure Assessment Diagrams for Compatibility With | 19 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
addition analysis applications approach ASME assessment base behavior bending CGHAZ Charpy compared component composite condition Conference Copyright crack critical CTOD curve defects deposition depth determined developed distribution dynamic effect element energy Engineering equations equivalent evaluated factors failure fatigue ferrite Figure fire fracture toughness function geometry given hardness heat input impact important improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten observed obtained offshore operating parameters performance phase pipe plate prediction present pressure procedure production properties protection range ratio reduced region requirements residual stress respectively risers safety ship shown shows specimens standards steel strain strength structures surface Table temperature tensile thickness values weld metal welded joints wire yield