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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------------------------------------------------------------------------<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 ) 0.204 4C 8.424 (A,B)<br />
N(PHI) / ( P/Rm ) 0.204 3C 4.416 (C,D)<br />
M(PHI) / ( P ) 0.204 2C1 0.022 (A,B)<br />
M(PHI) / ( P ) 0.204 1C 0.067 (C,D)<br />
N(PHI) / ( MC/(Rm**2 * Beta) ) 0.204 3A 2.577 (A,B,C,D)<br />
M(PHI) / ( MC/(Rm * Beta) ) 0.204 1A 0.064 (A,B,C,D)<br />
N(PHI) / ( ML/(Rm**2 * Beta) ) 0.204 3B 5.845 (A,B,C,D)<br />
M(PHI) / ( ML/(Rm * Beta) ) 0.204 1B 0.016 (A,B,C,D)<br />
N(x) / ( P/Rm ) 0.204 3C 4.416 (A,B)<br />
N(x) / ( P/Rm ) 0.204 4C 8.424 (C,D)<br />
M(x) / ( P ) 0.204 1C1 0.050 (A,B)<br />
M(x) / ( P ) 0.204 2C 0.035 (C,D)<br />
N(x) / ( MC/(Rm**2 * Beta) ) 0.204 4A 6.112 (A,B,C,D)<br />
M(x) / ( MC/(Rm * Beta) ) 0.204 2A 0.028 (A,B,C,D)<br />
N(x) / ( ML/(Rm**2 * Beta) ) 0.204 4B 2.742 (A,B,C,D)<br />
M(x) / ( ML/(Rm * Beta) ) 0.204 2B 0.021 (A,B,C,D)<br />
Stress Concentration Factors Kn = 1.00, Kb = 1.00<br />
Stresses in the Vessel at the Edge of Reinforcing Pad<br />
------------------------------------------------------------------------<br />
| Stress Values at<br />
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 0 0 0 0<br />
Circ. Bend. P | 2 -2 2 -2 6 -6 6 -6<br />
Circ. M<strong>em</strong>b. MC | 0 0 0 0 -1 -1 1 1<br />
Circ. Bend. MC | 0 0 0 0 -19 19 19 -19<br />
Circ. M<strong>em</strong>b. ML | -4 -4 4 4 0 0 0 0<br />
Circ. Bend. ML | -5 5 5 -5 0 0 0 0<br />
|<br />
Tot. Circ. Str.| -5.3 0.5 13.3 -0.9 -14.5 12.7 29.2 -23.4<br />
------------------------------------------------------------------------<br />
Long. M<strong>em</strong>b. P | 0 0 0 0 1 1 1 1<br />
Long. Bend. P | 4 -4 4 -4 3 -3 3 -3<br />
Long. M<strong>em</strong>b. MC | 0 0 0 0 -4 -4 4 4<br />
Long. Bend. MC | 0 0 0 0 -8 8 8 -8<br />
Long. M<strong>em</strong>b. ML | -2 -2 2 2 0 0 0 0<br />
Long. Bend. ML | -6 6 6 -6 0 0 0 0<br />
|<br />
Tot. Long. Str.| -3.0 0.9 14.4 -8.3 -8.0 2.7 18.5 -5.6<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 | 0 0 0 0 0 0 0 0<br />
|<br />
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