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 3 : Particle Size Distribution of the Coarse Aggregates Table 1 : Chemical Composition of the Cement used in the ... ( 1 ) ( 4 ) The mix proportions of the above materials used in the present investigtion are presented in Table 4 .
Table 3 : Particle Size Distribution of the Coarse Aggregates Table 1 : Chemical Composition of the Cement used in the ... ( 1 ) ( 4 ) The mix proportions of the above materials used in the present investigtion are presented in Table 4 .
Page 462
The chemical compositions are given in table 1 , and the strengths listed by the manufacturer are given in table 2 . Two types of weld metal were used , type A with a yield strength of about 680 MPa and type B with a yield strength of ...
The chemical compositions are given in table 1 , and the strengths listed by the manufacturer are given in table 2 . Two types of weld metal were used , type A with a yield strength of about 680 MPa and type B with a yield strength of ...
Page 576
Table 2. Tensile properties of os - steels for 200 mm material thickness . OS - 340 OS - 540 OS - 690 Steel grade Re R A A5 R m Z MPa MPa % OS - 340 minimum 340 typical 360 450 470 24 50 28 70 с Si Mn Р S Cu Cr Ni Mo Al V 0.10 0.30 1.00 ...
Table 2. Tensile properties of os - steels for 200 mm material thickness . OS - 340 OS - 540 OS - 690 Steel grade Re R A A5 R m Z MPa MPa % OS - 340 minimum 340 typical 360 450 470 24 50 28 70 с Si Mn Р S Cu Cr Ni Mo Al V 0.10 0.30 1.00 ...
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Contents
ADVANCED COMPOSITES | 1 |
P R Godfrey and A G Davis | 15 |
Low Cost Manufactruring Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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Common terms and phrases
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 element Engineering experimental factor failure fatigue fiber Figure finite element force fracture fracture mechanics geometry increase indicate influence 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 reinforcement Research resistance seal shear shell shown shows specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tension thickness thread tube tubular joints weight weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |