Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 206
Note also that , in Eq . ( 3 ) , the weight function of crack p , mp ( x , a ) , also
depends on the existence of the second crack . Now if we calculate the stress
intensity factors involved in Eq . ( 1 ) , K , and Ks , using weight function method ,
the ...
Note also that , in Eq . ( 3 ) , the weight function of crack p , mp ( x , a ) , also
depends on the existence of the second crack . Now if we calculate the stress
intensity factors involved in Eq . ( 1 ) , K , and Ks , using weight function method ,
the ...
Page 311
2 specimen where so is stress range , Y ( a ) - geometry function and a is a crack
length . The geometry function consists of various factors influencing AK as :
Horizontal and vertical plate Diagonal Plate Out Weld In Out Out u In A 12 | B | 12
| 8 ...
2 specimen where so is stress range , Y ( a ) - geometry function and a is a crack
length . The geometry function consists of various factors influencing AK as :
Horizontal and vertical plate Diagonal Plate Out Weld In Out Out u In A 12 | B | 12
| 8 ...
Page 378
Numerical results are also presented . where No is the number of degrees of
freedom and tā the values of variable function and / or its possible derivatives at
the Nn nodes . The variable function can be a set of ap propriate analytical
functions ...
Numerical results are also presented . where No is the number of degrees of
freedom and tā the values of variable function and / or its possible derivatives at
the Nn nodes . The variable function can be a set of ap propriate analytical
functions ...
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