Page 324 - Physical Principles of Sedimentary Basin Analysis
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306                        Flexure of the lithosphere

                 Solution: (a) A starting point for obtaining the deflection is equation (9.98),
                                                2
                                               ∂ ˙w       1
                                              D     =˙ +   τ                       (9.110)
                                                      τ
                                                ∂x 2      t e
                 where the torque from force F is
                                            τ(x, t) = (l − x)F(t).                 (9.111)
                 An integration with respect to time gives
                                    2
                                   ∂ w           1     t     
  1

                                       =   F(t) +     F(t )dt     (l − x).         (9.112)
                                   ∂x 2          t e  0        D
                                                                        x
                 This equation can be rewritten in the dimensionless (unit) coordinate ˆ = x/l as
                                             2
                                            ∂ w
                                                            x
                                                = 6w 2 (t)(1 −ˆ)                   (9.113)
                                            ∂ ˆ x 2
                 where
                                                    1             l
                                                         t     
   3

                                     w 2 (t) =  F(t) +   F(t )dt     .             (9.114)
                                                    t e  0       6D
                 The integration with respect to ˆ then leads to
                                          x
                                                         3
                                        x
                                      w(ˆ, t) = w 2 (t)(1 −ˆx) + c 1 ˆx + c 2      (9.115)
                 where c 1 and c 2 are two time-dependent integration constants. The clamped end (ˆx = 0)
                 has the two boundary conditions w = 0 and ∂w/∂ ˆ = 0. From the first boundary condition
                                                         x
                 (w = 0) we get that c 2 =−w 2 , and from the second boundary condition (∂w/∂ ˆx = 0) we
                 get that c 1 = 3w 2 . The deflection then becomes

                                                          3
                                     w(ˆ, t) = w 2 (t) (1 −ˆx) + 3ˆx − 1 ,         (9.116)
                                        x
                 which is the same solution as in Exercise 9.4, except for the time-dependence in w 2 .
                 (b) The solution can be decomposed into an elastic deflection w e (x) and a viscous
                 deflection w v (x, t) where
                                                  l   
      3
                                                   3
                                                           x
                                   w e (ˆx, t) = F(t)  (1 −ˆ) + 3ˆx − 1            (9.117)
                                                  6D
                 and
                                        1     t        l 3  
  
  3

                                                               x
                              w v (ˆx, t) =  F(t )dt       (1 −ˆ) + 3ˆx − 1 .      (9.118)
                                        t e  0       6D
                 The elastic deflection is proportional to the force F(t) (see Exercise 9.4), and the viscous
                 deflection is zero at time t = 0.
                 (c) When F(t) = F 0 (constant) we get that w e (x, t) = w v (x, t) after the time span t = t e .
                 This justifies the interpretation that t e is the time span needed for the viscous deflection to
                 be of similar size to the elastic deflections.
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