análise de tensões atuantes em junções bocais/casco de vasos de ...
análise de tensões atuantes em junções bocais/casco de vasos de ...
análise de tensões atuantes em junções bocais/casco de vasos de ...
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Type of | (MPa )<br />
---------------|--------------------------------------------------------<br />
Stress Load| Au Al Bu Bl Cu Cl Du Dl<br />
---------------|--------------------------------------------------------<br />
Circ. M<strong>em</strong>b. P | 1 1 1 1 1 1 1 1<br />
Circ. Bend. P | 4 -4 4 -4 5 -5 5 -5<br />
Circ. M<strong>em</strong>b. MC | 0 0 0 0 -1 -1 1 1<br />
Circ. Bend. MC | 0 0 0 0 -24 24 24 -24<br />
Circ. M<strong>em</strong>b. ML | -4 -4 4 4 0 0 0 0<br />
Circ. Bend. ML | -11 11 11 -11 0 0 0 0<br />
|<br />
Tot. Circ. Str.| -10.4 3.9 21.4 -8.9 -19.2 18.7 33.3 -27.8<br />
------------------------------------------------------------------------<br />
Long. M<strong>em</strong>b. P | 1 1 1 1 1 1 1 1<br />
Long. Bend. P | 6 -6 6 -6 4 -4 4 -4<br />
Long. M<strong>em</strong>b. MC | 0 0 0 0 -2 -2 2 2<br />
Long. Bend. MC | 0 0 0 0 -13 13 13 -13<br />
Long. M<strong>em</strong>b. ML | -1 -1 1 1 0 0 0 0<br />
Long. Bend. ML | -17 17 17 -17 0 0 0 0<br />
|<br />
Tot. Long. Str.| -11.9 11.4 26.4 -21.0 -10.0 8.4 21.0 -13.4<br />
------------------------------------------------------------------------<br />
Shear VC | 0 0 0 0 0 0 0 0<br />
Shear VL | 0 0 0 0 0 0 0 0<br />
Shear MT | 1 1 1 1 1 1 1 1<br />
|<br />
Tot. Shear| 1.6 1.6 0.6 0.6 0.6 0.6 1.6 1.6<br />
------------------------------------------------------------------------<br />
Str. Int. | 12.90 11.75 26.43 21.04 19.27 18.73 33.49 28.01<br />
------------------------------------------------------------------------<br />
Dimensionless Parameters used : Gamma = 69.96<br />
Dimensionless Loads for Cylindrical Shells at Pad edge:<br />
-------------------------------------------------------------------<br />
Curves read for 1979 Beta Figure Value Location<br />
-------------------------------------------------------------------<br />
N(PHI) / ( P/Rm ) 0.255 4C 7.229 (A,B)<br />
N(PHI) / ( P/Rm ) 0.255 3C 3.219 (C,D)<br />
M(PHI) / ( P ) 0.255 2C1 0.014 (A,B)<br />
M(PHI) / ( P ) 0.255 1C 0.067 (C,D)<br />
N(PHI) / ( MC/(Rm**2 * Beta) ) 0.255 3A 2.187 (A,B,C,D)<br />
M(PHI) / ( MC/(Rm * Beta) ) 0.255 1A 0.059 (A,B,C,D)<br />
N(PHI) / ( ML/(Rm**2 * Beta) ) 0.255 3B 4.693 (A,B,C,D)<br />
M(PHI) / ( ML/(Rm * Beta) ) 0.255 1B 0.011 (A,B,C,D)<br />
N(x) / ( P/Rm ) 0.255 3C 3.219 (A,B)<br />
N(x) / ( P/Rm ) 0.255 4C 7.229 (C,D)<br />
M(x) / ( P ) 0.255 1C1 0.036 (A,B)<br />
M(x) / ( P ) 0.255 2C 0.035 (C,D)<br />
N(x) / ( MC/(Rm**2 * Beta) ) 0.255 4A 6.388 (A,B,C,D)<br />
M(x) / ( MC/(Rm * Beta) ) 0.255 2A 0.024 (A,B,C,D)<br />
N(x) / ( ML/(Rm**2 * Beta) ) 0.255 4B 2.435 (A,B,C,D)<br />
M(x) / ( ML/(Rm * Beta) ) 0.255 2B 0.015 (A,B,C,D)<br />
Stress Concentration Factors Kn = 1.00, Kb = 1.00<br />
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