Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3Mamdouh M. Salama American Society of Mechanical Engineers, 1991 - 323 pages |
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Page 569
... IMPACT LOADING Havard Haanes , Reidar Stokke , and Harald Thon Senter for Industriforskning ( SI ) Oslo , Norway ... impact performance of GRP materials , together with results from our own investigations of the impact resistance and ...
... IMPACT LOADING Havard Haanes , Reidar Stokke , and Harald Thon Senter for Industriforskning ( SI ) Oslo , Norway ... impact performance of GRP materials , together with results from our own investigations of the impact resistance and ...
Page 572
... impact load for pipe no . 1 tested in the empty condition with a support distance of 4m . v = leakage at 30 bar Impactor : Diameter = 75 mm , Mass = 1,81 kg Degree of damage for 6 different type of pipes exposed to an uninstrumented ...
... impact load for pipe no . 1 tested in the empty condition with a support distance of 4m . v = leakage at 30 bar Impactor : Diameter = 75 mm , Mass = 1,81 kg Degree of damage for 6 different type of pipes exposed to an uninstrumented ...
Page 573
... impact energy can be absorbed . This second stage is claimed to be responsible for the good impact resistance of glass fibre reinforced plastics . For crosswound pipes experiments have shown that the damaged area at the pipe surface is ...
... impact energy can be absorbed . This second stage is claimed to be responsible for the good impact resistance of glass fibre reinforced plastics . For crosswound pipes experiments have shown that the damaged area at the pipe surface is ...
Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
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A36 steel as-welded joints assessment Basic behaviour bending brace calculated cathodic protection chord comparison composite computed corrosion fatigue crack depth crack front crack growth rate crack initiation crack length crack propagation crack tip cruciform joints defect diameter Dover failure fatigue crack growth fatigue life predictions fatigue strength fatigue test Figure finite element finite element analysis fracture mechanics geometry impact improved increasing integration layer method Nominal Stress number of cycles Offshore Mechanics offshore structures OMAE parameters parametric equations performed plastic plate thickness procedure ratio residual stress root S-N curves saddle seawater short cracks shown SIF solutions specimens strain strain gauge strand stress concentration stress concentration factors stress distribution stress intensity factor stress range surface crack T-joints Table technique Tee joints temperature tendon tensile tension tubular joints values variable amplitude Volume III-B weight function weld profile weld toe Welded Joints weldments wire