FEA 2 marks unit 1 to 5

FEA : Two Marks Questions with Answers ~ 1 ~
Sri Eshwar College of Engineering
Department of Mechanical Engineering
ME 6603 –FINITE ELEMENT ANALYSIS
TWO MARK QUESTIONS WITH ANSWERS
UNIT 1 - INTRODUCTION
1. What is meant by finite element?
A small units having definite shape of geometry and nodes is called finite element.
2. What is meant by node or joint?
Each kind of finite element has a specific structural shape and is inter- connected with the adjacent
element by nodal point or nodes. At the nodes, degrees of freedom are located. The forces will act
only at nodes at any others place in the element.
3. What is the basic of finite element method?
Discretization is the basis of finite element method. The art of subdividing a structure in to
convenient number of smaller components is known as discretization.
4. What are the types of boundary conditions?
Primary boundary conditions Secondary boundary conditions
5. State the methods of engineering analysis?
 Experimental methods Analytical methods
 Numerical methods or approximate methods
6. What are the types of element?
1D element 2D element 3D element
7. State the three phases of finite element method.
 Preprocessing Analysis
 Post Processing
8. What is structural problem?
Displacement at each nodal point is obtained. By these displacements solution stress and strain in
each element can be calculated.
9. What is non structural problem?
Temperature or fluid pressure at each nodal point is obtained. By using these values properties such
as heat flow fluid flow for each element can be calculated.
10. What are the methods are generally associated with the finite element analysis?
 Force method
 Displacement or stiffness method.

11. Explain stiffness method.
Displacement or stiffness method, displacement of the nodes is considered as the unknown of the
problem. Among them two approaches, displacement method is desirable.
12. What is meant by post processing?
Analysis and evaluation of the solution result is referred to as post processing. Postprocessor
computer program help the user to interpret the result by displaying them in graphical form.
13. Name the variation methods.
 Ritz method.
 Ray-Leigh Ritz method.
14. What is meant by degrees of freedom?
When the force or reaction act at nodal point node is subjected to deformation. The deformation
includes displacement rotation, and or strains. These are collectively known as degrees of freedom
15. What is meant by discretization and assemblage?
The art of subdividing a structure in to convenient number of smaller components is known as
discretization. These smaller components are then put together. The process of uniting the various
elements together is called assemblage.
16. What is Rayleigh-Ritz method?
It is integral approach method which is useful for solving complex structural problem, encountered
in finite element analysis. This method is possible only if a suitable function is available.
17. What is Aspect ratio?
It is defined as the ratio of the largest dimension of the element to the smallest dimension. In many
cases, as the aspect ratio increases the in accuracy of the solution increases. The conclusion of many
researches is that the aspect ratio should be close to unity as possible.
18. What is truss element?
The truss elements are the part of a truss structure linked together by point joint which transmits
only axial force to the element.
19. What are the h and p versions of finite element method?
It is used to improve the accuracy of the finite element method. In h version, the order of polynomial
approximation for all elements is kept constant and the numbers of elements are increased. In p
version, the numbers of elements are maintained constant and the order of polynomial
approximation of element is increased.
20. Name the weighted residual method
 Point collocation method
 Sub domain collocation method
 Least squares method
 Galerkins method.

21. List the two advantages of post processing.
Required result can be obtained in graphical form. Contour diagrams can be used to understand the
solution easily and quickly.
22. During discretization, mention the places where it is necessary to place a node?
Concentrated load acting point Cross-section changing point Different material interjections Sudden
change in point load
23. What is the difference between static and dynamic analysis?
Static analysis: The solution of the problem does not vary with time is known as static analysis
Example: stress analysis on a beam
Dynamic analysis: The solution of the problem varies with time is known as dynamic analysis
Example: vibration analysis problem.
24. Name any four FEA softwares.
 ANSYS
 NASTRAN
 COSMOS
25. Differentiate between global and local axes.
Local axes are established in an element. Since it is in the element level, they change with the change
in orientation of the element. The direction differs from element to element.
Global axes are defined for the entire system. They are same in direction for all the elements even
though the elements are differently oriented.
26. Distinguish between potential energy function and potential energy functional
If a system has finite number of degree of freedom (q1,q2,and q3), then the potential energy
expressed as,
π = f (q1,q2,and q3)
It is known as function. If a system has infinite degrees of freedom then the potential energy is
expressed as 𝑓 𝑥, 𝑦 [
𝑑𝑦
𝑑𝑥
,
𝑑2 𝑦
𝑑𝑥 2
]dx
27. What are the types of loading acting on the structure?
Body force (f) Traction force (T) Point load (P)
28. Define the body force
A body force is distributed force acting on every elemental volume of the body Unit: Force per
unit volume.
Example: Self weight due to gravity
29. Define traction force
Traction force is defined as distributed force acting on the surface of the body. Unit: Force per
unit area.
Example: Frictional resistance, viscous drag, surface shear

30. What is point load?
Point load is force acting at a particular point which causes displacement.
31. What are the basic steps involved in the finite element modeling.
 Discretization of structure.
 Numbering of nodes.
32. Write down the general finite element equation.
{F} = [K] {u}
33. What is discretization?
The art of subdividing a structure in to a convenient number of smaller components is
known as discretization.
34. What are the classifications of coordinates?
 Global coordinates
 Local coordinates
 Natural coordinates
35. What is Global coordinates?
The points in the entire structure are defined using coordinates system is known as global
coordinate system.
36. What is natural coordinates?
A natural coordinate system is used to define any point inside the element by a set of
dimensionless number whose magnitude never exceeds unity. This system is very useful in
assembling of stiffness matrices.
37. Define shape function.
Approximate relation φ (x,y) = N1 (x,y) φ1 + N2 (x,y) φ2 + N3 (x,y) φ3
Where φ1, φ2, and φ3 are the values of the field variable at the nodes N1, N2, and N3 are the
interpolation functions.
N1, N2, and N3 are also called shape functions because they are used to express the geometry
or shape of the element.
38. What are the characteristic of shape function?
It has unit value at one nodal point and zero value at other nodal points. The sum of shape
function is equal to one.
39. Why polynomials are generally used as shape function?
 Differentiation and integration of polynomial are quite easy.
 The accuracy of the result can be improved by increasing the order of the polynomial.
 It is easy to formulate and computerize the finite element equations
40. How do you calculate the size of the global stiffness matrix?
Global stiffness matrix size = Number of nodes X Degrees of freedom per node

41. Define total potential energy.
Total potential energy, π = Strain energy (U) + potential energy of the external forces (W)
42. State the principle of minimum potential energy.
Among all the displacement equations that satisfied internal compatibility and the boundary
condition those that also satisfy the equation of equilibrium make the potential energy a minimum is
a stable system.
UNIT 2- ONE-DIMENSIONAL PROBLEMS
43. Write down the expression of stiffness matrix for one dimensional bar element.
44. State the properties of stiffness matrix
 It is a symmetric matrix
 The sum of elements in any column must be equal to zero
 It is an unstable element. So the determinant is equal to zero.
43. Write down the expression of stiffness matrix for a truss element.
44. Write down the expression of shape function N and displacement u for one dimensional bar
element.
U= N1u1+N2u2 ; N1= 1- (X/l) ; N2 = X / l
4. Write down the finite element equation for one dimensional two noded bar element.
48. What is truss?
A truss is defined as a structure made up of several bars, riveted or welded together.
49. States the assumption are made while finding the forces in a truss.
 All the members are pin jointed.
 The truss is loaded only at the joint
 The self weight of the members is neglected unless stated.
50. State the principles of virtual energy?
A body is in equilibrium if the internal virtual work equals the external virtual work for the
every kinematically admissible displacement field

51. What is essential boundary condition?
Primary boundary condition or EBC Boundary condition which in terms of field variable is known as
Primary boundary condition.
52. Natural boundary conditions?
Secondary boundary natural boundary conditions which are in the differential form of field variable
is known as secondary boundary condition
UNIT 3 TWO DIMENSIONAL SCALAR VARIABLE PROBLEMS
53. How do you define two dimensional elements?
Two dimensional elements are define by three or more nodes in a two dimensional plane. The basic
element useful for two dimensional analysis is the triangular element.
54. What is CST element?
Three noded triangular elements are known as CST. It has six unknown displacement degrees of
freedom (u1, v1, u2, v2, u3, v3). The element is called CST because it has a constant strain
throughout it.
55. What is LST element?
Six nodded triangular elements are known as LST. It has twelve unknown displacement degrees of
freedom. The displacement function for the elements are quadratic instead of linear as in the CST.
56. What is QST element?
Ten nodded triangular elements are known as Quadratic strain triangle. It is also called as cubic
displacement triangle.
58. What meant by plane stress analysis?
Plane stress is defined to be a state of stress in which the normal stress and shear stress directed
perpendicular to the plane are assumed to be zero.
60. Define plane strain analysis.
Plane strain is defined to be state of strain normal to the xy plane and the shear strains are assumed
to be zero.
61. Write down the stiffness matrix equation for two dimensional CST elements.
Stiffness matrix,
[B] - Strain displacement matrix [D]-Stress strain matrix
62. Write down the stress strain relationship matrix for plane stress conditions.

UNIT 4 TWO DIMENSIONAL VECTOR VARIABLE PROBLEMS
63. What is axisymmetric element?
Many three dimensional problem in engineering exhibit symmetry about an axis of rotation such
type of problem are solved by special two dimensional element called the axisymmetric element
64. What are the conditions for a problem to be axisymmetric?
The problem domain must be symmetric about the axis of revolution All boundary condition must be
symmetric about the axis of revolution All loading condition must be symmetric about the axis of
revolution
65. Give the stiffness matrix equation for an axisymmetric triangular element.
Stiffness matrix
UNIT 5 ISOPARAMETRIC FORMULATION
66. What is the purpose of Isoparametric element?
It is difficult to represent the curved boundaries by straight edges finite elements. A large number of
finite elements may be used to obtain reasonable resemblance between original body and the
assemblage.
67. Write down the shape functions for 4 noded rectangular elements using natural coordinate
system.
68. Write down Jacobian matrix for 4 noded quadrilateral elements.
69. Write down stiffnes matrix equation for 4 noded isoparametric quadrilateral elements.
Stiffness matrix

70. Define super parametric element.
If the number of nodes used for defining the geometry is more than of nodes used for defining the
displacement is known as super parametric element
71. Define sub parametric element.
If the number of nodes used for defining the geometry is less than number of nodes
used for defining the displacement is known as sub parametric element.
72. What is meant by Isoparametric element?
If the number of nodes used for defining the geometry is same as number of nodes used for defining
the displacement is known as Isoparametric element.
73. Is beam element an Isoparametric element?
Beam element is not an Isoparametric element since the geometry and displacement are defined by
different order interpretation functions.
74. What is the difference between natural coordinate and simple natural coordinate?
L1 = 1-(x/l) ; L2 = x/l
75. What is Area coordinates?
L1 = A1/A L2 = A2/A L3 = A3/A
76. What is simple natural coordinate?
A simple natural coordinate is one whose value between -1 and 1.
77. Give example for essential boundary conditions.
The geometry boundary condition are displacement, slope.
78. Give example for non essential boundary conditions.
The natural boundary conditions are bending moment, shear force
79. What is meant by degrees of freedom?
When the force or reaction act at nodal point node is subjected to deformation. The
deformation includes displacement rotation, and or strains. These are collectively known as
degrees of freedom.
80. What is QST element?
Ten noded triangular elements are known as Quadratic strain triangle. It is also called as cubic
displacement triangle.
81. What meant by plane stress analysis?
Plane stress is defined to be a state of stress in which the normal stress and shear stress
directed perpendicular to the plane are assumed to be zero.
82. Define plane strain analysis.
Plane strain is defined to be state of strain normal to the x,y plane and the shear strains are
assumed to be zero.

83. What is truss element?
The truss elements are the part of a truss structure linked together by point joint
which transmits only axial force to the element.
84. List the two advantages of post processing.
 Required result can be obtained in graphical form.
 Contour diagrams can be used to understand the solution easily and quickly.
85. What are the h and p versions of finite element method?
It is used to improve the accuracy of the finite element method. In h version, the order of
polynomial approximation for all elements is kept constant and the numbers of elements are
increased. In p version, the numbers of elements are maintained constant and the order of
polynomial approximation of element is increased.
86. During discretization, mention the places where it is necessary to place a node?
Concentrated load acting point Cross-section changing point Different material inter junction
point Sudden change in point load
87. What is the difference between static and dynamic analysis?
Static analysis: The solution of the problem does not vary with time is known as static analysis
Example: stress analysis on a beam
Dynamic analysis: The solution of the problem varies with time is known as dynamic
analysis
Example: vibration analysis problem.
88. What is meant by discretization and assemblage?
The art of subdividing a structure in to convenient number of smaller components is known as
discretization. These smaller components are then put together. The process of uniting the
various elements together is called assemblage.
89. What is Rayleigh-Ritz method?
It is integral approach method which is useful for solving complex structural problem,
encountered in finite element analysis. This method is possible only if a suitable function is
available.
90. What is Aspect ratio?
It is defined as the ratio of the largest dimension of the element to the smallest dimension. In
many cases, as the aspect ratio increases the in accuracy of the solution increases. The
conclusion of many researches is that the aspect ratio should be close to unity as possible.
91. What is essential boundary condition?
Primary boundary condition or EBC, Boundary condition which in terms of field variable is
known as Primary boundary condition

92. Natural boundary conditions.
Secondary boundary natural boundary conditions which are in the differential form of field variable
is known as secondary boundary condition.
93. How do you define two dimensional elements?
Two dimensional elements are define by three or more nodes in a two dimensional plane. The basic
element useful for two dimensional analysis is the triangular element.
94. State the principles of virtual energy?
A body is in equilibrium if the internal virtual work equals the external virtual work for the every
kinematically admissible displacement field.
95. Define Eigen value problem.
The problem of determining the constant is called eigen value problem.
96. What is non-homogeneous form?
When the specified values of dependent variables are non-zero, the boundary conditi said to be
non-homogeneous.
97. What is homogeneous form?
When the specified values of dependent variables is zero, the boundary condition are said to be
homogeneous.
98. Define initial value problem.
An initial value problem is one in which the dependent variable and possibly is derivatives are
specified initially.
99. Define boundary value problem.
A differential equation is said to describe a boundary value problem if the dependent variable and its
derivatives are required to take specified values on the boundary.
100. Define governing equation.
𝑑
𝑑𝑥
𝐸𝐴
𝑑𝑢
𝑑𝑥
+ 𝜌𝐴 = 0

FEA 2 marks unit 1 to 5

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FEA 2 marks unit 1 to 5