Page 23 - Microsoft PowerPoint - Rolling
P. 23

σ xb )                             23



                                                                           –
                                                                           With back tension=(Y’flow

                                                                                                 
                                                                                            R     f
                                                                                                 h
                                                                                                 φ
                                                                                                 
                                                                                             −1
                                                                                              tan
                                                               H
                                                               −  ]H b  )µ                  R    h  f
                         Entry region

                                                                                              2
                                                                                              =
                                                                                              H
                                                               exp  [



                                                             h  (  h b                                        Prof. Ramesh Singh, Notes by Dr.   Singh/ Dr. Colton
                                                               Y flow       )µ  −  ]H b
                                                               ′             H

                                                               =                                  
                                                               p                            R     h  f
                                        ,          )−  H  µ                  exp  [             α  

                                        = α, H = H b  ( h  exp  ⋅  R  )µ  H  b  h  (  )  −σ  xb  h b  R  −1  tan  h  f
















                                        φ          ′  Y flow  ⋅  C  R  (  exp  h  b  ′  Y flow  =  2  =  H  b

                                        •at        =  p       =  C          (  p
   18   19   20   21   22   23   24   25   26   27   28