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 116
... Table 1 . Table 1 Chemical Composition of the Cement used in the Experimental Studies Marine organisms Fig.2 Environmental Parameters Influencing the Process of Marine Corrosion Table 2 Details ( 1 ) Properties of Sea Water Used for ...
... Table 1 . Table 1 Chemical Composition of the Cement used in the Experimental Studies Marine organisms Fig.2 Environmental Parameters Influencing the Process of Marine Corrosion Table 2 Details ( 1 ) Properties of Sea Water Used for ...
Page 149
Table 6 Visual Rating VISUAL RATING EXPLOSIVE DECOMPRESSSION Table 8 NACE A COMPOSITION OF NACE " A " AND NACE " B ... Table 7 In the interests of standardisation , the following fluids shall be employed : ( i ) NACE A ( see table 8 ) ...
Table 6 Visual Rating VISUAL RATING EXPLOSIVE DECOMPRESSSION Table 8 NACE A COMPOSITION OF NACE " A " AND NACE " B ... Table 7 In the interests of standardisation , the following fluids shall be employed : ( i ) NACE A ( see table 8 ) ...
Page 576
Table 1. Nominal analysis of OS - steel grades ( weight- % ) . Table 2. Tensile properties of OS - steels for 200 mm material thickness . OS - 340 OS - 540 OS - 690 C 0.10 0.08 0.08 Steel grade R e R m A5 Z MPa MPa 8 % Si 0.30 0.20 0.20 ...
Table 1. Nominal analysis of OS - steel grades ( weight- % ) . Table 2. Tensile properties of OS - steels for 200 mm material thickness . OS - 340 OS - 540 OS - 690 C 0.10 0.08 0.08 Steel grade R e R m A5 Z MPa MPa 8 % Si 0.30 0.20 0.20 ...
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