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  1. AkbarAkbar

    Obtain cross-section forces

    Thanks again Bartosz. It worked. Akbar
  2. AkbarAkbar

    Obtain cross-section forces

    Hi, I followed the steps you mentioned. I created Free body cut for the defined section. However, I do not understand no. 3. "Tools -> Free Body Cut -> Create -> Free Body" refers to step 2 again, if I am not mistaking. Should I create XYPlots using the left result tree in order to plot the...
  3. AkbarAkbar

    Obtain cross-section forces

    Hi Bartosz, Thank you for reply. I am using ABAQUS Standard. I defined History output for NFORC (nodal force due to element stresses), and I got this output in simulation module, but working with history output in simulation module is not easy. When I open the .dat file corresponding the job...
  4. AkbarAkbar

    Obtain cross-section forces

    Hi Chen1, I created a free body cut of the section, and I am able to get forces and moments for this specific section at a certain Step Time. I am wondering how I can get the history of forces and moments using free body cut, as the analysis lasts 400 Time Step to be completed? Thanks again
  5. AkbarAkbar

    Obtain cross-section forces

    Thank you so much for reply. I defined field out put for the section that I need to get force. In Visualization module, I create XY Data - ODB Out put then I get section force (SF) at integration point of the node set that I already defined. Afterward, I add these forces up to obtain the...
  6. AkbarAkbar

    Obtain cross-section forces

    Hello everyone, I am trying to obtain the history of cross-section forces (forces and bending moments) from a 3D-Shell Model. Anyone can give me some suggestion? What should I do to take out cross section forces? Thanks in advance.
  7. AkbarAkbar

    Riks analysis gives Negative Time/LPF Inc.

    Hi everyone, I am running post-buckling analysis to investigate the stability response of an isolated column. There are two "step": Static,General(Step 1) with axial force on top and Static, RIKS (Step 2) with horizontal displacement on top of column. Once the column starts to buckle in RIKS...
  8. AkbarAkbar

    Obtain cross-section forces

    Hi everyone, I am running post-buckling analysis to investigate the stability response of an isolated column. There are two "step": Static,General(Step 1) with axial force on top and Static, RIKS (Step 2) with horizontal displacement on top of column. Once the column starts to buckle in RIKS...
  9. AkbarAkbar

    Obtain cross-section forces

    Hello everyone, I am trying to obtain the history of cross-section forces (3 forces and 3 bending moments) from a 3D-Shell http://www.eng-tips.com/threadminder.cfm?tmac=ordtype&val=3&pid=799model. Anyone can give me some suggestion? What should I do to take out cross section forces? Thanks...

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