Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: EKCP
  • Content: Threads
  • Order by date
  1. EKCP

    TABLES1 limited number of stress/strain entries for SOL 401 Using FEMAP 24.06

    Is there a firm number of allowable entries for a Stress-Strain curve when defining a material for plasticity? I created a function with 10 entries and my model continues to fail giving the FATAL message below. A review of the QRG and everything looks OK so I experimented by deleting entries...
  2. EKCP

    Does anyone have experience with smaller PC builders like Xi computer or Velocity Micro?

    thread727-504554 Does anyone have experience with smaller PC builders like Xi computer out of california or Velocity Micro out of Virginia? Is the domestic tech support package and QC protocols advertised real benefits or just marketing? Need to purchase a mobile workstation and there is a...
  3. EKCP

    Displacement Discontinuity Between Plates with Bolt Preload and Friction Using Linear Contact

    I have two base plates bolted together with preload and friction (see attached) set up with linear contact. When a shear load is applied to the joint there is a discontinuity in the T2 translation between the plates even though the joint should be sufficiently clamped to prevent any relative...
  4. EKCP

    SOL106 CGAP Non-Convergence using FEMAP V10.1.0

    I have a plate element model that uses CGAP elements to model contact in a joint and CBUSH elements to represent the fasteners. There are (5) load cases and (5) constraint sets with act in different directions. Using SOL 101 the model solves and behaves as expected for all (5) directions. For...
  5. EKCP

    NASTRAN static force scale factor in FEMAP

    The NASTRAN Force card has a scale factor which applies to the whole force vector. How do I change this parameter in FEMAP without individually recalculating the force components? Thanks! Eli

Part and Inventory Search

Back
Top