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iter structural design criteria for in-vessel components (sdc-ic)

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ITER G 74 MA 8 01-05-28 W0.2<br />

B3030 Appl<strong>ic</strong>able rules - Flow of analysis...........................................................................................35<br />

B3031 Master flow charts <strong>for</strong> satisfy<strong>in</strong>g <strong>design</strong> rules.....................................................................35<br />

B 3040 Rules <strong>for</strong> the prevention of excessive de<strong>for</strong>mation affect<strong>in</strong>g functional adequacy ................36<br />

BÊ3050 Negligible thermal creep test.....................................................................................................36<br />

B 3100 LOW TEMPERATURE RULES...................................................................................................37<br />

B 3101 Negligible irradiation-<strong>in</strong>duced creep test.............................................................................37<br />

B 3200 Rules <strong>for</strong> the prevention of M type damage ..................................................................................38<br />

B 3211 Immediate plast<strong>ic</strong> collapse and plast<strong>ic</strong> <strong>in</strong>stability ...............................................................38<br />

B 3211.1 Elast<strong>ic</strong> analysis (Immediate plast<strong>ic</strong> collapse and plast<strong>ic</strong> <strong>in</strong>stability)..........................38<br />

B 3211.1.1 Bend<strong>in</strong>g shape factor ...........................................................................................38<br />

B 3211.2 Elasto-plast<strong>ic</strong> analysis (Immediate plast<strong>ic</strong> collapse)...................................................39<br />

B 3212 Immediate plast<strong>ic</strong> flow localization .....................................................................................39<br />

B 3212.1 Elast<strong>ic</strong> analysis (Immediate plast<strong>ic</strong> flow localization)................................................39<br />

B 3212.2 Elasto-plast<strong>ic</strong> analysis (Immediate plast<strong>ic</strong> flow localization) ....................................40<br />

B 3213 Immediate local fracture due to exhaustion of ductility......................................................40<br />

B 3213.1 Elast<strong>ic</strong> analysis (Immediate local fracture due to exhaustion of ductility)...............40<br />

B 3213.2 Elasto-plast<strong>ic</strong> analysis (Immediate local fracture due to exhaustion of ductility) .....41<br />

BÊ3214 Fast fracture..........................................................................................................................41<br />

B 3214.1 Elast<strong>ic</strong> analysis (Fast fracture)....................................................................................41<br />

B 3214.2 Elasto-plast<strong>ic</strong> analysis (Fast fracture).........................................................................42<br />

B 3300 Rules <strong>for</strong> the prevention of C type damage (Levels A and C)......................................................42<br />

B 3310 Progressive de<strong>for</strong>mation or ratchet<strong>in</strong>g ......................................................................................42<br />

B 3311 Elast<strong>ic</strong> analysis (Progressive de<strong>for</strong>mation or ratchet<strong>in</strong>g)....................................................42<br />

B 3311.1 3Sm rule........................................................................................................................42<br />

B 3311.2 Bree-diagram rule.........................................................................................................42<br />

B 3312 Elasto-plast<strong>ic</strong> analysis (Progressive de<strong>for</strong>mation or ratchet<strong>in</strong>g).........................................43<br />

B 3320 Time-<strong>in</strong>dependent fatigue..........................................................................................................44<br />

B 3322 Limits on fatigue damage .....................................................................................................44<br />

B 3322.1 Calculation of the fatigue usage fraction: V( De).....................................................44<br />

B 3322.2 Estimation of irradiation effects on fatigue usage fraction.........................................44<br />

BÊ3322.2.1 Calculation of fatigue usage fraction - general...................................................44<br />

BÊ3322.2.2 Procedure <strong>for</strong> estimat<strong>in</strong>g the fatigue curve.........................................................45<br />

B 3323. Calculation of equivalent stra<strong>in</strong> range De .........................................................................46<br />

B 3323.1 Elast<strong>ic</strong> analysis (Time-<strong>in</strong>dependent fatigue) ..............................................................46<br />

B 3323.1.1 Elast<strong>ic</strong> stra<strong>in</strong> range...............................................................................................46<br />

B 3323.1.2 Corrections <strong>for</strong> effects of plast<strong>ic</strong>ity.....................................................................47<br />

B 3323.1.3 Comb<strong>in</strong><strong>in</strong>g Components......................................................................................51<br />

B 3400 Rules <strong>for</strong> the prevention of buckl<strong>in</strong>g..............................................................................................52<br />

B 3420 Buckl<strong>in</strong>g limits...........................................................................................................................52<br />

B 3421 Immediate elasto-plast<strong>ic</strong> <strong>in</strong>stability under monoton<strong>ic</strong> load<strong>in</strong>g ...........................................52<br />

B 3421.1 Elast<strong>ic</strong> analysis (Immediate elasto-plast<strong>ic</strong> <strong>in</strong>stability )...............................................52<br />

B 3421.1.1 Load-controlled buckl<strong>in</strong>g limits..........................................................................52<br />

B 3421.1.2 Buckl<strong>in</strong>g diagrams...............................................................................................55<br />

B 3421.1.2 Stra<strong>in</strong>-controlled buckl<strong>in</strong>g limits ........................................................................60<br />

B 3421.2 Elasto-plast<strong>ic</strong> analysis (Immediate elasto-plast<strong>ic</strong> <strong>in</strong>stability).....................................60<br />

B 3500 High Temperature Rules.................................................................................................................61<br />

BÊ3800 Design Rules <strong>for</strong> bolted jo<strong>in</strong>ts........................................................................................................62<br />

BÊ3810 Methods of analysis ...................................................................................................................62<br />

BÊ3811 Elast<strong>ic</strong> analysis......................................................................................................................62<br />

B 3812 Simplified elast<strong>ic</strong> analysis ....................................................................................................63<br />

B 3812.1 Simplified uniaxial analysis.........................................................................................64<br />

B 3812.1.1 Effects of a temperature rise................................................................................65<br />

B 3812.1.2 Effects of an external load applied to the bolted assembly................................66<br />

B 3812.1.3 Effects of an external moment applied to the bolted assembly .........................67<br />

BÊ3813 Elasto-plast<strong>ic</strong> analysis...........................................................................................................69<br />

SDC-IC, Appendix B. Guidel<strong>in</strong>es <strong>for</strong> Analysis page iv

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