Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 75
... considered to be 40 % of yield stress , e.g. 160 MPa . Pure bending is considered most appropriate for the fracture assessment which is considered relevant for tubular joints with Y 15 and ẞ < 0.6 . weldtoe 69966 fy ( pm ) : 400 MPa 4 4 ...
... considered to be 40 % of yield stress , e.g. 160 MPa . Pure bending is considered most appropriate for the fracture assessment which is considered relevant for tubular joints with Y 15 and ẞ < 0.6 . weldtoe 69966 fy ( pm ) : 400 MPa 4 4 ...
Page 300
... considered as a critical value [ 26 ] . Both types of pop - ins display a common behaviour that can be applicable to a struc- ture . A cleavage crack has been arrested with either an increasing load carrying capacity or with a signi ...
... considered as a critical value [ 26 ] . Both types of pop - ins display a common behaviour that can be applicable to a struc- ture . A cleavage crack has been arrested with either an increasing load carrying capacity or with a signi ...
Page 501
... considered if we conduct reliability analysis perfectly , and in the practical field , reliability approach is not so familiar for determining requirements . Figure 14 gives the first step and possible approach with considering the ...
... considered if we conduct reliability analysis perfectly , and in the practical field , reliability approach is not so familiar for determining requirements . Figure 14 gives the first step and possible approach with considering the ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
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abrasion addition analysis applied assessment base behaviour brittle carbon carried Charpy chemical chord compared composition concrete considered cooling critical CTOD curves cycle defect depth developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture fracture mechanics fracture toughness fusion geometry grain growth hardness heat input higher impact increase indicated initiation joint length loading lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore structures parameters performed plate position practice present pressure problem procedure production properties PWHT range reduced regions respectively sampled shown shows simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thermal thickness toughness treatment tubular joints values weld metal welded joints yield zone