Page 191 - Mechanical Behavior of Materials
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192                                     Chapter 5  Stress–Strain Relationships and Behavior


                                                        P  1   2
                                            Force            P´
                                            Input                    t
                                                          0    3   4


               Description          Model               x-t Response            P-x Path
                                                        x  1   2                     1,2
                                                                               P
                                                                  P´/k                k
             (a) Elastic                      P
                  P = kx            k                     0    3   4  t                x
                   (σ = Eε)                  x                                 0,3,4

                                                       x     x = 0
                                                 P´< P                t          P´> P
                                         x           o                               o
             (b) Plastic                                       2,3       4      1    2
                 x = 0 if |P| < P o  μ  m  P           x             2        P
                 (ε = 0 if |σ| < σ )                            x =   at                 x
                         o                                          2                    p
                                                 P´> P o
                                                           0,1        t         0    3,4  x
                                                               2,3       4      1    2
             (c) Steady-state creep           P        x                      P
                   •
                  P = cx            c        x                 P´/c                     x sc
                    •
                  (σ = ηε)                                            t
                                                         0,1                    0    3,4  x
                                   c                   P´/c
             (d) Transient creep                              2,3               1    2
                  P = kx + cx •        m=0     P        x                     P
                       •
                  (σ = Eε + ηε)                                      P´/k                x tc
                                   k         x                           t              x
                                                          0,1       4           0  4  3
            Figure 5.1 Mechanical models for four types of deformation. The displacement–time and
            force–displacement responses are also shown for step inputs of force P, which is analogous to
            stress σ. Displacement x is analogous to strain ε.




            dashpot constant c, so that a constant value of force P gives a constant velocity, ˙x = P /c, resulting
            in a linear displacement versus time behavior. When the force is removed, the motion stops, so that
            the deformation is permanent—that is, not recovered. A dashpot could be physically constructed
            by placing a piston in a cylinder filled with a viscous liquid, such as a heavy oil. When a force
            is applied, small amounts of oil leak past the piston, allowing the piston to move. The velocity of
            motion will be approximately proportional to the magnitude of the force, and the displacement will
            remain after all force is removed.
               The second type of creep, called transient creep, Fig. 5.1(d), slows down as time passes. Such
            behavior occurs in a spring mounted parallel to a dashpot. If a constant force P is applied, the
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