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  • Users: Mlindblom
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  1. Mlindblom

    Composite action in slab of timber and concrete, deflection

    I have modelled a composite floor slab of 200 mm timber with 120 mm concrete on top (also called a TCC). I am trying to verify the deflection given by Abaqus with the analytical solution given by the "gamma method". My problem is i can not get close enough results. My Abaqus result show a...
  2. Mlindblom

    Abaqus analysis of concrete slab deformation non logical result

    I have modelled a concrete slab in Abaqus and i get a big difference between my hand calculations of the deformation (which i am pretty sure are correct) and my deformation results from Abaqus. I am pretty sure there is something wrong in the model. Input data: L: 8m W: 2.4 m H: 0.2 density...

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