Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 82
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 | |
26 other sections not shown
Other editions - View all
Common terms and phrases
addition analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical chord coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycle defect depth determined developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry growth hardness heat input higher impact increase initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows simulated specific specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone