Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 3American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 88
... considered to have superior earthquake resistance . Among the steel - framed structures , damage included fractured column base plates , buckled and fractured brace members , and fracture of beam - column connections in Welded Steel ...
... considered to have superior earthquake resistance . Among the steel - framed structures , damage included fractured column base plates , buckled and fractured brace members , and fracture of beam - column connections in Welded Steel ...
Page 111
... considered that the condition range shown in Fig.1 is proper . 3.3 Effect of Temperature Distribution Pattern In item 3.2 the change of the residual stress distribution was analyzed under the conditions that temperature distribution of ...
... considered that the condition range shown in Fig.1 is proper . 3.3 Effect of Temperature Distribution Pattern In item 3.2 the change of the residual stress distribution was analyzed under the conditions that temperature distribution of ...
Page 174
... considered which are stronger than the parent material being connected . Since the nominal size of the fillet part of butt welds according to AWS ( 1992 ) and Eurocode 3 ( 1992 ) is relative small , no weld elements have been modelled ...
... considered which are stronger than the parent material being connected . Since the nominal size of the fillet part of butt welds according to AWS ( 1992 ) and Eurocode 3 ( 1992 ) is relative small , no weld elements have been modelled ...
Contents
FATIGUE GUIDANCE FOR OFFSHORE STRUCTURES | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 14 |
STRUCTURAL INTEGRITY METHODS FOR WELDED COMPONENTS | 55 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied assessment austenitic axial behaviour bending brace calculated cathodic protection Charpy chord Corrosion Fatigue crack depth crack front crack growth rate crack propagation crack tip CTOD cycles defect deformation developed effect Efthymiou equations evaluation experimental failure fatigue crack growth fatigue guidance fatigue lives fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness GCHAZ geometry hammer peening high strength steels hydrogen increase Laser welds load material measured method microstructure mismatch mixed mode multiplanar notch offshore structures parameters parametric equations parent plate peening pipe plate thickness predictions Proc procedure region repair residual stress ring-stiffened joints riser S-N curve sea water seawater shown in Fig strain stress concentration stress concentration factor stress intensity factor stress range surface cracks Table tensile test results titanium TMCP tubular joints tested values weld metal weld toe welded joints weldment yield strength