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 436
... values for chord and brace outside . The inside values are therefore ignored . The highest stress concentrations for in- plane bending moments normally occur towards the crown of the joints . It seems therefore natural that the effect ...
... values for chord and brace outside . The inside values are therefore ignored . The highest stress concentrations for in- plane bending moments normally occur towards the crown of the joints . It seems therefore natural that the effect ...
Page 455
... values ( m ) . ( h ) Standard deviation ( SD ) of distribution of P / R values Σ ( PIR - N - 1 my2 ( i ) Coefficient of variation ( COV ) SD = x100 m A preview of the results suggested that the following criteria should be used for ...
... values ( m ) . ( h ) Standard deviation ( SD ) of distribution of P / R values Σ ( PIR - N - 1 my2 ( i ) Coefficient of variation ( COV ) SD = x100 m A preview of the results suggested that the following criteria should be used for ...
Page 472
... values for different environments based on experimental results from different sources . A sensitivity study is carried out here which examines the effect of different c and m values . Analyses were carried out for three different ...
... values for different environments based on experimental results from different sources . A sensitivity study is carried out here which examines the effect of different c and m values . Analyses were carried out for three different ...
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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Common terms and phrases
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