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 455
... strain occured in the base plate cross - sections and that the applied strain was entirely taken by the undermatched weld region . This behaviour was already shown in Figure 9 by the photoelastic coating technique . The results ...
... strain occured in the base plate cross - sections and that the applied strain was entirely taken by the undermatched weld region . This behaviour was already shown in Figure 9 by the photoelastic coating technique . The results ...
Page 466
... strain gages ( 5 ) Strain gage LVDT Displacement gage · LVDT attachment point CMOD Crack mouth opening displacement gage D Measured Quantities Stress is calculated as the load , from the load cell built into the testing machine ...
... strain gages ( 5 ) Strain gage LVDT Displacement gage · LVDT attachment point CMOD Crack mouth opening displacement gage D Measured Quantities Stress is calculated as the load , from the load cell built into the testing machine ...
Page 584
... strain are very complicated [ 6 ] , but it arrives rapidly at stable state in most cases , then keeps relatively stable until the formation of a fatigue crack [ 6 ] . Because the stress range and plastic strain range ( which are in fact ...
... strain are very complicated [ 6 ] , but it arrives rapidly at stable state in most cases , then keeps relatively stable until the formation of a fatigue crack [ 6 ] . Because the stress range and plastic strain range ( which are in fact ...
Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing 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 Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate 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 reduced reinforcement Research resistance seal shear shell shown shows solutions specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tensile tension thickness thread tube tubular joints weight weld