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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Inclu<strong>de</strong> Pressure Stress Indices per Div. 2 No<br />
Compute Pressure Stress per WRC-368 No<br />
WRC 107 Stress Calculation for SUStained loads:<br />
Radial Load P -804.0 N<br />
Circumferential Shear VC 667.0 N<br />
Longitudinal Shear VL 667.0 N<br />
Circumferential Moment MC 343000.0 N-mm<br />
Longitudinal Moment ML 343000.0 N-mm<br />
Torsional Moment MT 284000.0 N-mm<br />
Dimensionless Parameters used : Gamma = 69.96<br />
Dimensionless Loads for Cylindrical Shells at Attachment Junction:<br />
-------------------------------------------------------------------<br />
Curves read for 1979 Beta Figure Value Location<br />
-------------------------------------------------------------------<br />
N(PHI) / ( P/Rm ) 0.029 4C 13.055 (A,B)<br />
N(PHI) / ( P/Rm ) 0.029 3C 14.264 (C,D)<br />
M(PHI) / ( P ) 0.029 2C1 0.177 (A,B)<br />
M(PHI) / ( P ) 0.029 1C 0.213 (C,D)<br />
N(PHI) / ( MC/(Rm**2 * Beta) ) 0.029 3A 0.668 (A,B,C,D)<br />
M(PHI) / ( MC/(Rm * Beta) ) 0.029 1A 0.103 (A,B,C,D)<br />
N(PHI) / ( ML/(Rm**2 * Beta) ) 0.029 3B 2.772 (A,B,C,D)<br />
M(PHI) / ( ML/(Rm * Beta) ) 0.029 1B 0.062 (A,B,C,D)<br />
N(x) / ( P/Rm ) 0.029 3C 14.264 (A,B)<br />
N(x) / ( P/Rm ) 0.029 4C 13.055 (C,D)<br />
M(x) / ( P ) 0.029 1C1 0.223 (A,B)<br />
M(x) / ( P ) 0.029 2C 0.172 (C,D)<br />
N(x) / ( MC/(Rm**2 * Beta) ) 0.029 4A 0.767 (A,B,C,D)<br />
M(x) / ( MC/(Rm * Beta) ) 0.029 2A 0.061 (A,B,C,D)<br />
N(x) / ( ML/(Rm**2 * Beta) ) 0.029 4B 0.668 (A,B,C,D)<br />
M(x) / ( ML/(Rm * Beta) ) 0.029 2B 0.102 (A,B,C,D)<br />
Stress Concentration Factors Kn = 1.00, Kb = 1.00<br />
Stresses in the Vessel at the Attachment Junction<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 | 0 0 0 0 0 0 0 0<br />
Circ. Bend. P | 5 -5 5 -5 6 -6 6 -6<br />
Circ. M<strong>em</strong>b. MC | 0 0 0 0 0 0 0 0<br />
Circ. Bend. MC | 0 0 0 0 -47 47 47 -47<br />
Circ. M<strong>em</strong>b. ML | -3 -3 3 3 0 0 0 0<br />
Circ. Bend. ML | -28 28 28 -28 0 0 0 0<br />
|<br />
Tot. Circ. Str.| -25.7 21.4 37.6 -29.7 -41.0 41.4 55.1 -51.7<br />
------------------------------------------------------------------------<br />
Long. M<strong>em</strong>b. P | 0 0 0 0 0 0 0 0<br />
Long. Bend. P | 6 -6 6 -6 4 -4 4 -4<br />
Long. M<strong>em</strong>b. MC | 0 0 0 0 0 0 0 0<br />
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