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 229
ABSTRACT somax 40.11 2 2 Maximum nominal principal , von Mises effective stress range without mean stress correction ( MPa ) mo ܗ ܬ ܂ܫܽ ܘ 2 eff 2 Nominal principal , von Mises effective stress amplitude with mean stress correction ...
ABSTRACT somax 40.11 2 2 Maximum nominal principal , von Mises effective stress range without mean stress correction ( MPa ) mo ܗ ܬ ܂ܫܽ ܘ 2 eff 2 Nominal principal , von Mises effective stress amplitude with mean stress correction ...
Page 232
As the bending and torsion start to increase proportionally and in - phase towards point B , the maximum nominal principal stress and maximum nominal shear stress orientations remain fixed ( Mohr's circle of stress expands and ...
As the bending and torsion start to increase proportionally and in - phase towards point B , the maximum nominal principal stress and maximum nominal shear stress orientations remain fixed ( Mohr's circle of stress expands and ...
Page 269
It is shown that the stress concentration factor at the critical tooth of a pre - loaded connection varies as axial load is applied from zero to its maximum value . However , the ratio of the local stress range at the root of the tooth ...
It is shown that the stress concentration factor at the critical tooth of a pre - loaded connection varies as axial load is applied from zero to its maximum value . However , the ratio of the local stress range at the root of the tooth ...
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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 |