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  • Users: janna06
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  1. janna06

    Gap-spring element?

    Dear Masters: I need to constrain a few beams (or nodes) within such a domain, somehow like a well with elastic walls. I am thinking of creating 4 extra nodes and connceting them to the modelled nodes (or beams)using spring elements and with certain gap between the springs and the nodes - so...
  2. janna06

    beam section local axis l definition (to be stiffeners)

    I read on the mannual: By allowing you to specify l, the origin of the local cross-section axis can be placed anywhere on the symmetry line (the local 2-axis). In the above figures a negative value of l implies that the origin of the local cross-section axis is below the lower edge of the...
  3. janna06

    constrain beam to shell

    In the manual, beam section property, I read something about "L", which can be specified offset to use for a shell stiffener. I understand this is like to define the real contact surface with shell by specifying this "L". But how am I supposed to check it? (The global resutls are actually...
  4. janna06

    How can I output the beam section properties?

    Such as areas and moments of inertia. If possible. (Certainly it's calculated by Abaqus somewhere...) Cheers! Janna
  5. janna06

    how to creat two perpendicular beams in one 3D space?

    Sorry for so many questions at one time. I've been used ABAQUS some time ago for other business but how I just couldn't get it done!:( As for this one, I chose wire in 3D but can only using "planer" method. So only 2D data can be input while I want the beams in 3D construction. Thanks in advance
  6. janna06

    why the example input file in the documentation is not formated?

    It appears very badly in my computer. Not like what we used to creat line by line. When I rearraged it by hand, it has a funny square ends for each "enter".... Thanks for answering this silly question:) janna
  7. janna06

    can the moment of inertia be defined elsewhere for shell element?

    I need to do analysis with different moments of inertia without changing the area of the parts. What shall I do? Thanks Janna

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