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 Y 15 and ß ‹ 0.6 . tubular joints with is performed Crack assessment with ...
... 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 Y 15 and ß ‹ 0.6 . tubular joints with is performed Crack assessment with ...
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 591
... considered , one at -10 ° C and one at -15 ° C , in anticipation of climatic conditions expected during installation work in the Cook Inlet , Alaska . The development of the fitness for purpose philosophy and its application to the ...
... considered , one at -10 ° C and one at -15 ° C , in anticipation of climatic conditions expected during installation work in the Cook Inlet , Alaska . The development of the fitness for purpose philosophy and its application to the ...
Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
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Common terms and phrases
addition analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical chord coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycle defect depth determined developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry growth hardness heat input higher impact increase initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows simulated specific specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone