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 186
consame are will experience a smaller stress than the initial crack of the length in the thicker plate , causing a ... The thickness effect is thus caused by the following paraneters : ( i ) the magnitude of the stress concentration at ...
consame are will experience a smaller stress than the initial crack of the length in the thicker plate , causing a ... The thickness effect is thus caused by the following paraneters : ( i ) the magnitude of the stress concentration at ...
Page 199
ABSTRACT in a thickness dependent downgrading of some fatigue design curves ( 7,8 ) according to the suggestion of Gurney ( 9 ) , as represented by to 0.25 To S So for constant life or ( 1 T That fatigue strength of welded connections ...
ABSTRACT in a thickness dependent downgrading of some fatigue design curves ( 7,8 ) according to the suggestion of Gurney ( 9 ) , as represented by to 0.25 To S So for constant life or ( 1 T That fatigue strength of welded connections ...
Page 219
Equation ( 10 ) was derived from a limited number of test , with thicknesses up to 50 mm , and the validity of this ... A brief review of recent fatigue test results and a discussion the main factors influencing the thickness effect are ...
Equation ( 10 ) was derived from a limited number of test , with thicknesses up to 50 mm , and the validity of this ... A brief review of recent fatigue test results and a discussion the main factors influencing the thickness effect are ...
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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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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