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28   Ch a p t e r  O n e


              1.6.4.7 Objectivity
              The objectivity of constitutive modeling includes the Principle of Equipresence, which
              states that an independent variable assumed to be present in one constitutive equation of
              a material should be assumed to be present in all constitutive equations of the same mate-
              rial, unless its presence contradicts an assumed symmetry of the material, or contradicts
              the principle of material frame-indifference or some other fundamental principle.
                 There are three other fundamental postulates including the Principle of Determin-
              ism for stress, the Principle of Local Action, and the Principle of Material Frame-Indif-
              ference (Malvern, 1969). The Principle of Material Frame-Indifference is described as
              follows.
                 The material frame-indifference principle actually states that an event {x,t} (location
              and time) in frame x should be observed the same by the observers in another frame
              x*as (vector transformation law):
                                          x = c t () +  Q t ()• ⎫ ⎪ ⎬
                                           *
                                                       x
                                          t =−          ⎭ ⎪                     (1-137)
                                           *
                                              t a

                 Vectors v
                                             v =  Q t ()• v                     (1-138)
                                              *

                 Second-order tensors T or S regarded as linear vector transformations:
                                           =
                                                        •
                                              •
                                          uT v or  u =  v S
                                         T =  Q t ()• T Q t ()•  T  ⎫ ⎪
                                           *
                                                         ⎬                      (1-139)
                                         S =  Q t ()• S Q t ()•  T  ⎭ ⎪
                                          *

                 Deformation gradient F(X,t)
                                             F =  Q t ()•  F                    (1-140)
                                              *

                 (This two-point tensor transforms like a vector under change of frame at time t)
                 Motion of a medium:
                                  x = χ(,
                                       X t)

                                                      •

                                 x =+    •                                      (1-141)
                                  *
                                     c Q x

                 Velocity:
                                       v =  dx  *  = +  • +  dx                 (1-142)
                                               cQ x Q •
                                        *
                                           dt              dt
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