Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 309
10 and the relation between the stress in the control section at the distance of 2t from the crack plane and the nominal stress ... The input stresses in the control section were decreased as a function of crack depth according to the ...
10 and the relation between the stress in the control section at the distance of 2t from the crack plane and the nominal stress ... The input stresses in the control section were decreased as a function of crack depth according to the ...
Page 360
Although the numerical distribution does not fully reproduce the cyclical stress undulations first observed photoelastically by Fessler and Jobson ( 1983 ) , the degree of agreement between FE and experimental results is extremely good ...
Although the numerical distribution does not fully reproduce the cyclical stress undulations first observed photoelastically by Fessler and Jobson ( 1983 ) , the degree of agreement between FE and experimental results is extremely good ...
Page 486
This bending stress should be accounted for in estimating fracture stress . Figure 3 ( b ) shows the results . The estimated fracture stresses agree well with measured ones and scatter is rather small . o'.nl ( 1n ( 1 + e .
This bending stress should be accounted for in estimating fracture stress . Figure 3 ( b ) shows the results . The estimated fracture stresses agree well with measured ones and scatter is rather small . o'.nl ( 1n ( 1 + e .
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Contents
WELD METAL AND HAZ PROPERTIES | 1 |
ADVANCES IN STEEL AND WELDING | 65 |
Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |
Copyright | |
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addition alloys analysis applied assessment axial base base metal behaviour bending calculated carried compared composite considered corrosion crack growth CTOD curve cycles defect depth determined distribution effect element energy Engineering equations estimate experimental factor failure fatigue crack Figure fracture function geometry grain hardness heat higher increase indicated initiation input interaction joint length limit load material mean measured mechanical method microstructure notch observed obtained occur offshore parameters performed pipe plastic plate predictions present pressure probability procedure produced properties range ratio region reported Research seal seawater shown shows significant solution specimens steel strain stress stress intensity structures surface Table temperature tensile thickness thread toughness tubular joints values weld metal wire yield strength zone