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  • Users: masood4626
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  1. masood4626

    difference of contact algorithm in abaqus standard and abaqus explicit

    Hello I want to model a cylindrical steel silo under earthquake excitation. I have modeled bulk material inside silo with drucker-prager model, I have used 8 node solid elements for modeling of materials inside silo and 4 node shell elements for modeling of silo walls and silo bottom. I have...
  2. masood4626

    hypoplasticity vumat

    hello I want to model granular material under cyclic loading and I want to use vumat in abaqus explicit. I have download a umat from www.soilmodels.info and I want to convert it to vumat. can any one help me. because I do not have enough expertise to do this work. I have attached the umat file...
  3. masood4626

    converting umat into vumat

    Hello I want to model granular material under cyclic loading and I want to use vumat in abaqus explicit. I have download a umat from www.soilmodels.info and I want to convert it to vumat. can any one help me. because I do not have enough expertise to do this work. I have attached the umat file...
  4. masood4626

    mergeing nodes of a discrete rigid body and a deformable body

    I have an discrete rigid orphan mesh and a deformable body orphan mesh that have coincident nodes I want to merge these nodes without converting these parts to a discrete rigid part what should I do? Please guide me.
  5. masood4626

    contact problem

    I want to model a steel silo under earthquake excitation. I used a umat subroutine for constitutive behavior of granular material (hypoplastic mateial with inergranular strain) I tried to model a steel silo with granular material under earthquake excitation with Abaqus standard. I modeled silo...

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