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Recent content by Shreyas M

  1. S

    Stress values are more compared to experimental results and cracks are not formed on concrete for DOUBLE PUNCH TEST simulation in abaqus software

    Thank you for your reply, I was seeing the compression stress in the wrong direction i.e. S22 (direction of apllication of load).But S33 direction the compressive stress value is around 20N/mm2. But for my project i require TENSILE STRESS values.After job completion the results ( tensile...
  2. S

    Stress values are more compared to experimental results and cracks are not formed on concrete for DOUBLE PUNCH TEST simulation in abaqus software

    I have modelled Double punch test (Indirect tension test) in abaqus software. Concrete cylinder-150X150mm Steel cylinder punches-38.1mm dia and 25.4mm height Material properties-CDP model for concrete Steel-mass density,elastic and plastic properties. Static general step with applying load from...
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