Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 940
... Toe Flaw The different weld toe flaw sizes evaluated in the comparison were 6mmx20mm , 0.5x50mm , 0.3x1.5mm and 0.15x50mm The size of 6mmx20mm was , applied in the design of offshore structures [ 9 ] , based on a ... weld root region and 010.
... Toe Flaw The different weld toe flaw sizes evaluated in the comparison were 6mmx20mm , 0.5x50mm , 0.3x1.5mm and 0.15x50mm The size of 6mmx20mm was , applied in the design of offshore structures [ 9 ] , based on a ... weld root region and 010.
Page 941
sided tubular connections have ignored the weld root region and confined analysis to assessment of the weld toe using the applicable SN curve ( HSE , T curve ) . However , in this study some assessment of the weld root is presented to ...
sided tubular connections have ignored the weld root region and confined analysis to assessment of the weld toe using the applicable SN curve ( HSE , T curve ) . However , in this study some assessment of the weld root is presented to ...
Page 949
... weld toe is divided into equal increments , 6 mm long , and values for local weld toe angle and radius are chosen independently and randomly ( Monte Carlo ) for each node from the frequency distributions . Intermediate values within an ...
... weld toe is divided into equal increments , 6 mm long , and values for local weld toe angle and radius are chosen independently and randomly ( Monte Carlo ) for each node from the frequency distributions . Intermediate values within an ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
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