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  • Users: Salvanto2
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  1. Salvanto2

    rigid connections steel frame

    Hi! I have a problem with abaqus. I need to create a steel frame with rigid connections between the beam ends and the columns. I create 3D wire part for the beams and columns, and I assigned the material, profile and section. After I assembly it, and I create the steel frame. How can I realize...
  2. Salvanto2

    stiffness frame with hinged nodes

    Hi everyone! I have a problem to evaluate the stiffness matrix of a steel frame with all hinged connections. How does the stiffness change with respect to the case of rigid elements? Thanks in advance
  3. Salvanto2

    density emergency

    Hello, everybody! Is there a way to insert the mass density on abaqus as a state variable, without inserting it in the "density" command in the abaqus material?
  4. Salvanto2

    subroutine USDFLD

    Hello, everyone! I have a big problem I'm not solving. I should enter the value of the variable mass density with the space on abaqus. I was able to insert the variable Young's module in the space with both UMAT and USDFLD. Unfortunately, I can't as far as mass density is concerned. Do you have...
  5. Salvanto2

    UMAT problem

    Hi everyone! Can anyone help me with this code of UMAT? It's not function!https://files.engineering.com/getfile.aspx?folder=47338541-d999-4ea3-9723-f70f9f3c0719&file=UMAT.for
  6. Salvanto2

    UMAT of beam B23

    Hi, I start to study the UMAT subroutine. I want to change the mechanical constitutive behavior of a material in ABAQUS. I have the Young's module that it varies rspect the coordinate "X". I don't understand the meaning of the material Jacobian matrix (DDSDDE). Can anyone explain the meaning...

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