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Modern Geomatics Technologies and Applications




           Finite element method is a powerful tool for the numerical solution of a wide variety
                                      1
           of engineering problems. FEM  encompasses a wide range of applications including
           stress  and  deformation  analysis  for  the  structure  of  buildings,  bridges,  dams  and
           airplanes as well as problems in heat transferring, magnetic field, seepage and other
           problems in fluid mechanics. In finite element method, a continuum body is divided

           to  some  smaller  geometric  components  such  as  triangles  or  quadrangles  or
           combination of them. This operation is known as partitioning and the common points

           of components are called nodes. Material properties and internal stresses are defined
           with regards to the unknown displacements of the corners of each component. Due to
           the setting arrangement of elements next to each other, their equations are assembled

           and  equilibrium  equations are  obtained  for  the  entire  system  by  usage  of  external
           forces  and  support  conditions  in  node's  location.  These  equations  communicate

           between  the  nodal forces with  nodal  displacements. Their  constant  parameters are
           geometric and elastic properties of finite elements. By solving these equations, nodal
           displacements, and the interior stresses are calculated.

           The  following  relations  could  be  written  in  a  triangle  between  the  values  of  the
           displacement and coordinates of the vertices of the triangle:
              u(x , y) = Ni ui + Nj uj +Nm um          ,        v(x , y) = Ni vi + Nj vj +Nm vm                     (1)

           N is a function of coordinates of the nodes. In the matrix form, the eqn. (1) may be
           written as a straightforward matrix where N is the total displacement:
              =N d                                                                                                                            (2)
           With differentiation of displacement equation and with assumption of a plane strain,

           we've the following equations:
                M                                                                                                                           (3)





            1  Finite Element Method
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