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  1. fahmad9

    Finite element model of Bridge deck

    I tried the same method using sap2000. I also used shell element to model slab and used beam element to model the beam under the slab. Stiff element was then used to connect the beam element placed at its cetroidal axia with the shell element at the nodal points. I comparred the result by...
  2. fahmad9

    Geometric stiffness matrix for a beam element

    check following reference Matrix Structural Analysis By William Weaver and James Gere Second Edition page 182
  3. fahmad9

    Finite element model of Bridge deck

    Any suggestion for finite element modelling of slab-girder bridges using beam and shell elements.
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