Finite Element Analysis Question Bank for A.Y. (2020-21)

  1. FEA error
  2. Convergence
  3. Type of element
  4. h-method
  5. p-method
  6. EME
  7. GME
  8. NODED ELEMENT Equations 3 Node, 4node, 6node, 8node, 9 node
  9. Lumped mass Matrix equations
  10. A triangular plane stress element has ………degrees of freedom
  11. In FEM the complex domain defining a continuum is divided into
  12. The distributed force per unit area on the surface of the body is
  13. The ………….is the numerical method for solving complex problems in a wide variety of engineering fields
  14. If the geometry and field displacement variables of the elements are described by the same shape functions, then these elements are called___________
  15. In super parametric elements, the following condition exists
  16.  FEM also operates the parameters like
  17. The sum of shape functions is always[
  18. The force required to produce unit displacement is
  19. In isoparametric elements, the following condition exists
  20. If the geometry of the elements are described by a lower order shape functions, then these elements are called _______
  21. The total potential energy is the algebraic sum of
  22. For 1-D bar elements if the structure is having 3 nodes then the stiffness matrix formed is having an order of………………………..
  23. If the geometry of the elements are described by Higher-order shape functions, then these elements are called _______
  24. In sub parametric elements, the following condition exists
  25. Domain is divided into some segments called
  26. Nodal points greater than geometry points is known as__________
  27. Unit of body force acting on every elemental volume of the body is
  28. Units for torsion force is
  29. The sub-domains are called as
  30. Range of Poisson's ratio for metals is
  31. If the geometry of the elements are described by a lower order shape functions ,then these elements are called _______
  32.  locus of points in space that all particles falling on the line whose velocity vectors are tangent to the line is _________
  33. Based below condition which is a serendipity triangular element _______
  34.  Nodal points greater than geometry points is known as_________
  35. Transformation axis is also known as _____________
  36. In Fluid Mechanics Problems the Unkonown is ____________________
  37. A six noded triangular element is known as
  38. Stiffness matrix for Axisymmetric symmetry element is
  39. Iso-Parametric Element is _____Element
  40. Minimum potential energy method is used to determine

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