Finite Element Methods Mid - I, September - 2014
1.The following is/ are the problem areas in which Finite element method can be applicable
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structural
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Heat transfer
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Fluid flow
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all of these
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Answer: D
2.The advantages of Finite element method over analytical method is/are for elements having
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complicated geometry
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anisotropic nature
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different materials
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all of these
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Answer: D
3.A bar is modelled as 1-D element only if its
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area of cross section is small
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M.I is small
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length is very large compared to cross sectional area
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all of the above
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Answer: D
4.Stiffness matrix contains information on
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gemeotry
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material properties
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both
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none
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Answer: C
5.Interpolation functions are
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predetermined
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known functions of independent variables
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description of field variable variation with in the element
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all of these
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Answer: D
6.The stiffness matrix for 1-D bar element is
Answer: A
7.The solution by Finite element method is
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always exact
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mostly approximate
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some times exist
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never exist
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Answer: B
8.Finite Element Method is a generalization of
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Rayleigh – Ritz Method
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weighted residual method
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Finite difference method
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Finite volume method
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Answer: A
9.A 1-D structural element is a
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truss element
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beam element
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bar element
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all of them
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Answer: D
10.A singular stiffness matrix means
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unstable structure
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one or more DOF are unrestrained
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wrong connectivity of elements
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wrong solution expected
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Answer: B
11.Nodal temperature in structural analysis is parameter in ________________vector
Answer: Load
12.Singular assembled stiffness matrix after applying boundary conditions becomes ___________
Answer: Non-singular
13.Any point in a structure can have maximum of ____________degrees of freedom
Answer: 6
14.Primary variable in Finite Element Method for structural analysis is______________
Answer: Displacement
15.A structure with loads at joints only is usually modeled by ____________
Answer: Truss elements
16.Stress across any 1-D element is assumed to be constant. This is true for______________
Answer: All 1-D elements
17.As the number of elements is increased, the problem converges to _____________
Answer: Exact solution
18.A truss element in space has a stiffness matrix of order______________
Answer: 6x6
19.Number of degrees of freedom for 3-noded simply supported beam is ________________
Answer: 4
20.A beam element has a concentrated moment M at the node 2. The load vector due to it will be________________
Answer: [0,0,0,M]T