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 247
SURFACE CRACK GROWTH BEHAVIOR OF 15MnVNb UNDER RANDOM BENDING AND TENSILE LOADING F. Huacan and C. Guoming University of Petroleum Dongying , People's Republic of China random combined bending and tension loading is determined by ...
SURFACE CRACK GROWTH BEHAVIOR OF 15MnVNb UNDER RANDOM BENDING AND TENSILE LOADING F. Huacan and C. Guoming University of Petroleum Dongying , People's Republic of China random combined bending and tension loading is determined by ...
Page 356
As to the stress intensity factor at the free surface the Malo - value is used . This is the value when alt = 0 which corresponds to the maximum of the line for the relevant weld angle . In principle this value should be equal to the ...
As to the stress intensity factor at the free surface the Malo - value is used . This is the value when alt = 0 which corresponds to the maximum of the line for the relevant weld angle . In principle this value should be equal to the ...
Page 380
Detailed expressions for Y. and Y , at maximum depth and surface ' M B intersection points of a semielliptic crack are given in the Appendix . 9 ' Blo A fatigue crack in a tubular T - joint normally is initiated at the weld toe on the ...
Detailed expressions for Y. and Y , at maximum depth and surface ' M B intersection points of a semielliptic crack are given in the Appendix . 9 ' Blo A fatigue crack in a tubular T - joint normally is initiated at the weld toe on the ...
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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 | |
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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 |