Deck 3: Finite Element Analysis (FEA)
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Deck 3: Finite Element Analysis (FEA)
1
What is the full form of FEA
A)Fracture Element Analysis
B)Finite Element Analysis
C)Future Electronic Analysis
D)None of the above
A)Fracture Element Analysis
B)Finite Element Analysis
C)Future Electronic Analysis
D)None of the above
Finite Element Analysis
2
From the following, which type of element is not two dimensional?
A)Tetrahedron
B)Quadrilateral
C)Parallelogram
D)Rectangle
A)Tetrahedron
B)Quadrilateral
C)Parallelogram
D)Rectangle
Tetrahedron
3
For truss analysis, which type of elements is used?
A)Triangle
B)Parallelogram
C)Rectangle
D)Bar
A)Triangle
B)Parallelogram
C)Rectangle
D)Bar
Bar
4
To solve the FEM problem, it subdivides a large problem into smaller, simpler parts that are called
A)static elements
B)dynamic elements
C)infinite elements
D)finite elements
A)static elements
B)dynamic elements
C)infinite elements
D)finite elements
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5
The art of subdividing the structure into a convenient number of smaller elements is known as
A)discretization
B)assemblage
C)continuum
D)traction
A)discretization
B)assemblage
C)continuum
D)traction
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6
The sum of the shape function is equal to
A)0
B)0.5
C)1
D)2
A)0
B)0.5
C)1
D)2
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7
A triangular plane stress element has how many degrees of freedom?
A)3
B)4
C)5
D)6
A)3
B)4
C)5
D)6
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8
Number of displacement polynomials used for an element depends on .
A)nature of element
B)type of an element
C)degrees of freedom
D)nodes
A)nature of element
B)type of an element
C)degrees of freedom
D)nodes
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9
On gathering stiffness and loads, the system of equations is given by
A)KQ=F
B)KQ?F
C)K=QF
D)K?QF
A)KQ=F
B)KQ?F
C)K=QF
D)K?QF
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10
The finite element method is mostly used in the field of
A)structural mechanics
B)classical mechanics
C)applied mechanics
D)engineering mechanics
A)structural mechanics
B)classical mechanics
C)applied mechanics
D)engineering mechanics
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11
In FEA, the sub domains are called as .
A)particles
B)molecules
C)elements
D)none
A)particles
B)molecules
C)elements
D)none
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12
The numbers of node for 1 D element are
A)1
B)2
C)3
D)0
A)1
B)2
C)3
D)0
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13
Finite element analysis deals with .
A)approximate numerical solution
B)non-boundary value problems
C)Laplace equations
D)All of the above
A)approximate numerical solution
B)non-boundary value problems
C)Laplace equations
D)All of the above
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14
Stiffness matrix depends on
A)material
B)geometry
C)both material and geometry
D)none of the above
A)material
B)geometry
C)both material and geometry
D)none of the above
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15
Example of 2-D Element is .
A)bar
B)triangle
C)hexahedron
D)tetrahedron
A)bar
B)triangle
C)hexahedron
D)tetrahedron
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16
For 1-D bar elements if the structure is having 3 nodes then the stiffness matrix formed is having an order of
A)2*2
B)3*3
C)4*4
D)6*6
A)2*2
B)3*3
C)4*4
D)6*6
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17
To find the nodal displacements in all parts of the element, are used.
A)shape function
B)node function
C)element function
D)coordinate function
A)shape function
B)node function
C)element function
D)coordinate function
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18
The nature of loading at various locations and other surfaces conditions called
A)friction
B)traction
C)boundary condition
D)surfacing
A)friction
B)traction
C)boundary condition
D)surfacing
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19
The truss element can resist only
A)surface force
B)axial force
C)point load
D)none of the above
A)surface force
B)axial force
C)point load
D)none of the above
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20
The truss element can deform only in the
A)vertical direction
B)horizontal direction
C)inclined direction
D)axial direction
A)vertical direction
B)horizontal direction
C)inclined direction
D)axial direction
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21
Example for one - Dimensional element is .
A)triangular element
B)brick element
C)truss element
D)axisymmetric element
A)triangular element
B)brick element
C)truss element
D)axisymmetric element
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22
The determinant of an element stiffness matrix is always
A)3
B)2
C)1
D)0
A)3
B)2
C)1
D)0
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23
How many nodes are there in a 3-D brick element?
A)3
B)6
C)8
D)9
A)3
B)6
C)8
D)9
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24
From below, choose the condition for the axisymmetric element.
A)Symmetric about axis
B)Boundary conditions are symmetric about an axis
C)Loading conditions are symmetric about an axis
D)All the above
A)Symmetric about axis
B)Boundary conditions are symmetric about an axis
C)Loading conditions are symmetric about an axis
D)All the above
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25
Axis-Symmetric element is Element
A)1D
B)2D
C)3D
D)4D
A)1D
B)2D
C)3D
D)4D
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26
is/are the phase/s of finite element method
A)Pre-processing
B)Solution
C)Post Processing
D)None
A)Pre-processing
B)Solution
C)Post Processing
D)None
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27
The minimum number of dimensions are required to define the position of a point in space is .
A)3
B)4
C)1
D)2
A)3
B)4
C)1
D)2
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28
The finite element methods can be applied in ---------areas.
A)thermal
B)soil and rock mechanics
C)vibration
D)all of the above
A)thermal
B)soil and rock mechanics
C)vibration
D)all of the above
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29
If the structure is more complex in order to simplify the model, we need to subdivide the structure into substructures. These substructures are termed as .
A)elements
B)modules
C)links
D)models
A)elements
B)modules
C)links
D)models
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30
Which of the following is not a method for calculation of the stiffness matrix?
A)The minimum potential energy principle
B)Galerkin's principle
C)Weighted residual method
D)Inverse matrix method
A)The minimum potential energy principle
B)Galerkin's principle
C)Weighted residual method
D)Inverse matrix method
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31
is defined as the ratio of the largest dimension of the element to the smallest dimension.
A)Element depth ratio
B)Mode shape ratio
C)Aspect ratio
D)None of the above
A)Element depth ratio
B)Mode shape ratio
C)Aspect ratio
D)None of the above
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32
are used to express the geometry or shape of the element
A)Mode shapes
B)Shape functions
C)Natural curves
D)None of the above
A)Mode shapes
B)Shape functions
C)Natural curves
D)None of the above
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33
When a thin plate is subjected to loading in its own plane only, the condition is called _
A)plane stress
B)plane strain
C)zero stress
D)zero strain
A)plane stress
B)plane strain
C)zero stress
D)zero strain
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34
The characteristic of the shape function is
A)the shape function has a unit value at one nodal point and zero value at the other nodes
B)the sum of the shape function is equal to one
C)both a & b
D)None of the above
A)the shape function has a unit value at one nodal point and zero value at the other nodes
B)the sum of the shape function is equal to one
C)both a & b
D)None of the above
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35
The points in the entire structure are defined using the coordinates system is known as
A)local coordinates system
B)natural coordinates system
C)global coordinate system
D)none of the above
A)local coordinates system
B)natural coordinates system
C)global coordinate system
D)none of the above
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36
The applications of the Finite Element Method in two-dimensional analyses are .
A)stretching of plates
B)gravity of dams
C)axisymmetric shells
D)all of the above
A)stretching of plates
B)gravity of dams
C)axisymmetric shells
D)all of the above
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37
If the body is in a state of equilibrium then the energy is minimum. This statement is considered in .
A)inverse matrix method
B)weighted residual method
C)Galerkin's principle
D)the minimum potential energy principle
A)inverse matrix method
B)weighted residual method
C)Galerkin's principle
D)the minimum potential energy principle
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38
Which of the following is true for the stiffness matrix (K)?
A)K is a banded matrix
B)K is un-symmetric
C)K is an un-banded matrix
D)none of the above
A)K is a banded matrix
B)K is un-symmetric
C)K is an un-banded matrix
D)none of the above
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39
The actual thickness of plane strain element is .
A)very large
B)very small
C)assumed by software
D)any of the above
A)very large
B)very small
C)assumed by software
D)any of the above
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40
Which of the following is not an FEA package?
A)ANSYS
B)Nastran
C)Abaqus
D)AutoCAD
A)ANSYS
B)Nastran
C)Abaqus
D)AutoCAD
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41
Which of the following module of FEA is used to determine natural frequency?
A)Static analysis
B)Thermal analysis
C)Modal analysis
D)All of the above
A)Static analysis
B)Thermal analysis
C)Modal analysis
D)All of the above
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42
For thermal analysis, the field variable is
A)stress
B)strain
C)displacement
D)Temperature
A)stress
B)strain
C)displacement
D)Temperature
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43
In FEA of a fluid mechanics problem, we need to find .
A)stress distribution
B)heat flux distribution
C)pressure distribution
D)all of the above
A)stress distribution
B)heat flux distribution
C)pressure distribution
D)all of the above
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44
Crack propagation problems come under category.
A)steady-state problems
B)eigenvalue problems
C)transient problems
D)any of the above
A)steady-state problems
B)eigenvalue problems
C)transient problems
D)any of the above
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45
In penalty approach, rigid support is considered as a spring having stiffness.
A)zero
B)very small
C)very large
D)infinite
A)zero
B)very small
C)very large
D)infinite
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46
How many nodes are there in a tetrahedron element?
A)3
B)4
C)5
D)6
A)3
B)4
C)5
D)6
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47
How many nodes are there in a hexahedron element?
A)4
B)6
C)8
D)10
A)4
B)6
C)8
D)10
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48
How many nodes are there in a tetrahedron with curved sides element?
A)6
B)8
C)10
D)12
A)6
B)8
C)10
D)12
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49
If the size of the elements is small, the final solution is expected to be accurate.
A)more
B)less
C)depends on other factors
D)can't say
A)more
B)less
C)depends on other factors
D)can't say
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50
In truss analysis, the reactions can be found by using the equation .
A)R=KQ+F
B)R=KQ-F
C)R=K+QF
D)R=K-QF
A)R=KQ+F
B)R=KQ-F
C)R=K+QF
D)R=K-QF
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