Page 368 - Mechanics of Asphalt Microstructure and Micromechanics
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   360   Ch a p t e r e n

                            Case 1                Case 2                Case 3
         Dimension      2D         2D         2D         2D         3D         3D
         Total      10000      10000      10000      10000       5000       5000
         element
         number
         Rigid      0          80         0          80          0          Defined
         element                                                            by image,
         number                                                             elements
                                                                            representing
                                                                            aggregate of
                                                                            mixture
         Element    4-node     4-node     4-node     4-node      8-node     8-node
         type       bilinear,   bilinear,   bilinear,   bilinear,   linear brick  linear brick
                    reduced    reduced    reduced    reduced
                    integration  integration  integration  integration
         Constitutive Elastic  Elastic    Damage     Damage      Elastic    Elastic
         model                            concrete   concrete    (different  (different
                                          plasticity  plasticity  for each   for each
                                                                 component  component
                                                                 of the     of the
                                                                 mixture)   mixture)
         Loading    Top        Top        Top        Top         Top        Top
         application  pressure  pressure  pressure   pressure    pressure   pressure
         Calculation  4s       3s         8s         4s          8s         3s
         time (s)
        TABLE 10.7  Computational efficiency using rigid element.




              10.4.2  Rigid Element Method
              Considering the significant difference in stiffness between aggregates and asphalt bind-
              er at relatively high temperatures, the aggregates may be treated as rigid. The major
              advantage of representing aggregates as rigid bodies rather than deformable finite ele-
              ments is computational efficiency. Element-level calculations are not performed for ele-
              ments that are part of a rigid body. Although some computational effort is required to
              update the motion of the nodes of the rigid body and to assemble concentrated and
              distributed loads, the motion of the rigid body is determined completely by a maxi-
              mum of six degrees of freedom at the reference node. Table 10.7 (Wang, 2010) presents
              a preliminary estimation of the computation efficiency when ABAQUS is run on the
              System X platform at Virginia Tech.


        10.5  Extension to Other Materials
              These techniques can be extended to various other materials including composite met-
              als, soils, cement concrete, wood composite (Figure 10.46), and other composite materi-
              als at different length scales. The digital specimens can also be used to study other
              phenomena including transport, conductivity, and stress-strain relation. They are fun-
              damental tools for many other materials.
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