Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 3American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 5
... considered , these are discussed below . Effective connection length . Current design practice does not explicitly ... considered as non - structural . 2. To allow for potential weak interface zones at each end of a connection , the ...
... considered , these are discussed below . Effective connection length . Current design practice does not explicitly ... considered as non - structural . 2. To allow for potential weak interface zones at each end of a connection , the ...
Page 8
... considered when optimising connection length and shear key arrangement . Fatigue data above an h / s of 0.06 is ... considered . However , the connections only covered a small geometric range , and therefore , the results of this ...
... considered when optimising connection length and shear key arrangement . Fatigue data above an h / s of 0.06 is ... considered . However , the connections only covered a small geometric range , and therefore , the results of this ...
Page 375
... considered by using over - matching joints to make the best use of the advantage in arrestability of the base steel . Nine kinds of miss - matching welded joints combined with four base steels and three consumables were used to clarify ...
... considered by using over - matching joints to make the best use of the advantage in arrestability of the base steel . Nine kinds of miss - matching welded joints combined with four base steels and three consumables were used to clarify ...
Contents
CODES AND STANDARDS | 1 |
EFFECT OF WELDING PARAMETERS ON JOINT PROPERTIES | 35 |
UNDERWATER WELDING AND REPAIR | 85 |
Copyright | |
9 other sections not shown
Other editions - View all
Common terms and phrases
a'-martensite analysis applied as-welded assessment austenite Axial tension base metal behaviour bending brace brittle butt welds cathodic protection CFRC chord crack cold-rolling composition corrosion corrosion fatigue crack depth crack growth rates crack initiation crack tip cracked joints CTOD curve cycles defects effect electrode Engineering equations evaluation experimental failure fatigue crack growth fatigue tests ferrite Figure fracture mechanics fracture toughness geometry heat affected zone heat treatment high strength steels hydrogen increased inspection martensite material measured microstructure mis-match notch offshore structures parameters performance pipe predicted pressure procedure PWHT ratio reduced residual stresses riser root S-N curves saddle seawater shielding gas shown simulation specimens static strength stiffened joints stress intensity factor surface crack Table temperature tensile thickness titanium alloys tubular joints ultrasonic unstiffened values weld joint weld metal weld toe weldments wide plates yield strength