Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 469
Crack Depth , in 0.2 Crack Depth , in 0.3 0.1 0.3 0.2 A 6000 + Welded tensile panels # Large surface flaw Weld center 6000 Match type : 0 = Under A = Normal = Base metal x = Over 1000 1000 xxx O 5000 + 5000 o o AA A A O O Х 750 750 4000 ...
Crack Depth , in 0.2 Crack Depth , in 0.3 0.1 0.3 0.2 A 6000 + Welded tensile panels # Large surface flaw Weld center 6000 Match type : 0 = Under A = Normal = Base metal x = Over 1000 1000 xxx O 5000 + 5000 o o AA A A O O Х 750 750 4000 ...
Page 470
Crack Depth , in Crack Depth , in 0.3 0.1 0.2 0.3 0.2 0.020 0.020 Match type : 0 = Under o = Normal + = Base metal x = Over Welded tensile panels Large surface flaw Weld center Х 0.015 0.015 + Remote Strain Remote Strain 0.010 0.010 ...
Crack Depth , in Crack Depth , in 0.3 0.1 0.2 0.3 0.2 0.020 0.020 Match type : 0 = Under o = Normal + = Base metal x = Over Welded tensile panels Large surface flaw Weld center Х 0.015 0.015 + Remote Strain Remote Strain 0.010 0.010 ...
Page 470
Crack Depth , in Crack Depth , in 0.3 0.1 0.2 0.3 0.2 0.020 0.020 ** Match type : o = Under A = Normal Base metal x = Over Welded tensile panels Large surface flaw Weld center + = + x + 0.015 0.015 + + X Remote Strain Remote Strain ...
Crack Depth , in Crack Depth , in 0.3 0.1 0.2 0.3 0.2 0.020 0.020 ** Match type : o = Under A = Normal Base metal x = Over Welded tensile panels Large surface flaw Weld center + = + x + 0.015 0.015 + + X Remote Strain Remote Strain ...
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Contents
ADVANCED COMPOSITES | 1 |
P R Godfrey and A G Davis | 15 |
Low Cost Manufactruring Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
46 other sections not shown
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Common terms and phrases
analysis applications approach axial behaviour bending brace calculated chord combined compared components composite compression concrete connection considered construction corrosion crack growth critical curve cycles damage depth determined direction distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture fracture mechanics geometry increase indicate influence initial internal intersection length limit load lower material maximum mean measured mechanics metal method mode nodes nominal normal notch observed obtained offshore offshore structures parameters performance pipe plate position predicted present pressure procedure production properties range ratio reinforcement Research resistance seal shear shell shown shows specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tension thickness thread tube tubular joints weight weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |