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  1. Sivadas5791

    Fatigue Doubt

    Thank you . Your answers were helpful.
  2. Sivadas5791

    Fatigue Doubt

    I plan to run analyze a locomotive body structure for + (or) - 20 % vertical loading and use eurocode for aluminium structures for damage calculation . I plan to run the model for +1.2g and 0.8 g in abaqus. To calculate the stress range I plan consider the max principal stress for 1.2g...
  3. Sivadas5791

    Fatigue approach for an aluminium structure

    I need to evaluate a structure for fatigue. The cyclic load give is +/- 20% of vertical acceleration load. My Approach : I am planning to use equivalent stress range approach as per euro code 9 guideline for aluminium structure. (Following euro code guideline for fatigue assessment is an...
  4. Sivadas5791

    Fatigue Calculation for Structures - reg

    @rb1957 yes the car body is also analyzed for fatigue . Its for 5*10^6 Cycles ,after running the model for +/- 0.15 g.How to consider the stress range ? how do i calculate fatigue for welds? The analysis has to meet eurocode 9 guidelines.
  5. Sivadas5791

    Fatigue Calculation for Structures - reg

    How to carry out fatigue calculation for locomotive car body structures ? Which method is preferable Equivalent stress approach or Linear damage calculation ? The method has to be inline with eurocode design guidelines . I have carried out the fatigue load case with +0.15 g and -0.15 g, how do...
  6. Sivadas5791

    Abaqus FEA- Difference between Static Perturbations Vs Static Linear

    Hope you are doing well. Recently i carried an analysis - For same loads and boundaries First iteration with *STEP, NAME = Step-1, NLGEOM = NO ,PERTURBATION Second Iteration with *STEP, NAME = Step-1, NLGEOM = NO *STATIC 0.1 ,1.0 ,1.0000E-05,1.0 My analysis has only one...
  7. Sivadas5791

    How to connect shell element to solid element?

    Please help with suggestions to model the connections between shell and solid.

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