Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 237
... cycles . 28387030 47,5 49.0 39.0 Tu = 30 51.5 51.5 49.5. Concrete ( amount of air ) 0 cycles 5 cycles 50 cycles 25 cycles fcl Ef Ε max C Efc Ε max c | Efc | Emax C c | Efc fc Ε max 1. Ordinary cement concrete ( 4.4 % ) 2. Ordinary cement ...
... cycles . 28387030 47,5 49.0 39.0 Tu = 30 51.5 51.5 49.5. Concrete ( amount of air ) 0 cycles 5 cycles 50 cycles 25 cycles fcl Ef Ε max C Efc Ε max c | Efc | Emax C c | Efc fc Ε max 1. Ordinary cement concrete ( 4.4 % ) 2. Ordinary cement ...
Page 334
... cycle , but in stress corrosion fatigue tests , different results are obtained with different frequencies . This is because corrosion is preceeding all the time , and therefore , time and number of cycles must be regarded as independent ...
... cycle , but in stress corrosion fatigue tests , different results are obtained with different frequencies . This is because corrosion is preceeding all the time , and therefore , time and number of cycles must be regarded as independent ...
Page 484
... Cycles 25-6 2.5E + 6 Typical Variation of Stress with Cycles for a Freely Corroding Specimen . Mean Stress 500000 Stress Amplitude 1.E + 6 1.5E + 6 No of Cycles Figure 11. Typical Variation of Stress with Cycles for a Notched Specimen ...
... Cycles 25-6 2.5E + 6 Typical Variation of Stress with Cycles for a Freely Corroding Specimen . Mean Stress 500000 Stress Amplitude 1.E + 6 1.5E + 6 No of Cycles Figure 11. Typical Variation of Stress with Cycles for a Notched Specimen ...
Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
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abrasion analysis as-welded assessment austenite axial base metal behaviour bending boron brittle fracture brittle zones CGHAZ Charpy chemical composition chord coarse grained HAZ concrete Conference on Offshore crack growth crack length CTOD tests CTOD values curve cycle defect effect fabrication ferrite fiber Figure fracture initiation fracture mechanics fracture toughness fusion line grain coarsened HAZ HAZ toughness heat affected zone heat input hydrogen ICCGHAZ impact increase layup load low carbon low toughness martensite material maximum Mechanics and Arctic method niobium Offshore Mechanics offshore structures Oseberg parameters plastic plate thickness pop-in post weld heat preheat PWHT region residual stresses sampled simulated solidification cracking steel plates stiffeners stress concentration stress intensity factor submerged arc welding surface notched Table temperature tensile thermal TMCP transverse tubular joints weld metal weld toe weldability welded joints welding procedures weldments wide plate tests yield strength