Finite Element Methods Mid - I, September - 2014
1.The following is/ are the problem areas in which Finite element method can be applicable
- 
                                            structural
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                                            Heat transfer
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                                            Fluid flow
- 
                                            all of these
- 
                                            
                                                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
- 
                                            all of these
- 
                                            
                                                Answer: D
                                            
                                        3.A bar is modelled as 1-D element only if its
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                                            area of cross section is small
- 
                                            M.I is small
- 
                                            length is very large compared to cross sectional area
- 
                                            all of the above
- 
                                            
                                                Answer: D
                                            
                                        4.Stiffness matrix contains information on
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                                            gemeotry
- 
                                            material properties
- 
                                            both
- 
                                            none
- 
                                            
                                                Answer: C
                                            
                                        5.Interpolation functions are
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                                            predetermined
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                                            known functions of independent variables
- 
                                            description of field variable variation with in the element
- 
                                            all of these
- 
                                            
                                                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
- 
                                            mostly approximate
- 
                                            some times exist
- 
                                            never exist
- 
                                            
                                                Answer: B
                                            
                                        8.Finite Element Method is a generalization of
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                                            Rayleigh – Ritz Method
- 
                                            weighted residual method
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                                            Finite difference method
- 
                                            Finite volume method
- 
                                            
                                                Answer: A
                                            
                                        9.A 1-D structural element is a
- 
                                            truss element
- 
                                            beam element
- 
                                            bar element
- 
                                            all of them
- 
                                            
                                                Answer: D
                                            
                                        10.A singular stiffness matrix means
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                                            unstable structure
- 
                                            one or more DOF are unrestrained
- 
                                            wrong connectivity of elements
- 
                                            wrong solution expected
- 
                                            
                                                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
                                            
                                        


