Page 270 - Marine Structural Design
P. 270

246                                                     Part II Ultimate Strength


                      -                                     2
                      UQ = +I{  kx -   -QJ -ay)- c., -az))                           (A.31)
                                             [("y
                                            +




                 By setting yield hnction f as the plastic potential, plastic strain increment may be expressed as,

                                                                                     (A.32)



                                                                                     (A.33)

                 12.5.5  Stress Increment - Strain Increment Relation in Plastic Region
                 Total strain increment is the sum of elastic strain increment and plastic strain increment,
                      {A€) = {A€')+  {/46P)                                          (A.34)
                 On the other hand, the relationship between stress increment and elastic strain increment may
                 be expressed as below,
                      (do)= [Dqd€q                                                   (A.35)
                 Substituting this equation into Eq. (A.34), we obtain,
                      {do>= ~Dq(d€)-{d€p))                                           (A.36)
                 If the associated flow rule according with the yield function and plastic potential are used, the
                 plastic strain increment {AgP I can be expressed as,

                                                                                     (A.37)

                 In general, the yield function f is a fbnction of stress and plastic strain, and may be written as,
                      f = f (b), {EP 1)                                              (A.38)



                 when plastic deformation occurs, the following equation may be obtained.

                                                                                     (A.39)

                 Substituting  Eq. (A.37) into Eqs. (A.36), (A.39), we obtain,

                                                                                     (A.40)


                                                                                     (A.41)
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