STUPIDSID
1(a)
Attempt any four of the following:
Briefly explain application of FEM in Various fields.
Briefly explain application of FEM in Various fields.
5 M
1(b)
Explain principle of minimum Potential Energy.
5 M
1(c)
Explain different sources of error in a typical F.E.M solution.
5 M
1(d)
Briefly explain Node Numbering Scheme.
5 M
1(e)
Explain properties of Global Matrix.
5 M
2(b)
Solve the following differential equation using Rayleigh-Ritz method
\[3\dfrac{d^{2}y}{dx^{2}}-\dfrac{dy}{dx}+8=0\ \cdots\ 0≤x≤1\] with boundary condition y(0) =1 and y(1) =2.assume cubic Polynomial for trial solution. Find the value at y(2,3) and y(0,8)
10 M
2(a)
Solve the following differential equation using Galerkins method \[3\dfrac{d ^ {2}u}{dx ^ {2}} - 3u + 4x ^ {2} = 0\] with boundary condition u(o) = u(1) = 0.Assume Cubic polynomial for approximate solution.
10 M
3(a)
Evaluate the following integral using Gauss Quadrature.
Compare your answer with exact
\[I=\int_{-1}^{1} \int_{-1}^{1}(r^{3}-1)(s-1)^{2}dr ds\]
\[I=\int_{-1}^{1} \int_{-1}^{1}(r^{3}-1)(s-1)^{2}dr ds\]
| n | ϵ | w |
| 1 | 0.0 | 2 |
| 2 | ± 0.5774 | 1 |
| 3 |
± 0.0 ± 0.7746 |
0.8889 0.5556 |
12 M
3(b)
Explain the following :
Convergence requirements
Global, local and natural co - ordinate system
Convergence requirements
Global, local and natural co - ordinate system
8 M
4(a)
For the bar truss shown in figure, determine the nodal displacement, stresses in each element and reaction at support. Take \[E =2\times 10^{5} \dfrac{N}{mm^{2}}, A= 200mm^{2}\]
15 M
4(b)
Explain Band width.
8 M
5(a)
Using Direct Stiffness method,determine the nodal displacements of stepped bar shown in
12 M
5(b)
Derive the shape function for a Quadratic bar element [3 noded 1 dimensional bar] using Lagrangian polynomial in,
Global co - ordinates and
Natural co - ordinates.
Global co - ordinates and
Natural co - ordinates.
8 M
6(a)
Find the shape function for two dimensional Nine rectangular elements mapped into natural coordinates.
12 M
6(b)
The nodal co-ordinates of a triangular element are as shown in figure.The x co-ordinate of interior point P is 3.3 and shape function N1=0.3.Determine N2 N3 and y co-ordinates of point P
8 M
7(a)
Find the natural frequency of axial vibration of a bar of uniform
cross section of 20mm2 and length 1m. Take
\[E=2\times 10^{5} \dfrac{N}{mm^{2}}\] and \[\rho =8000\dfrac{kg}{m^{3}}\]
Take 2 linear elements.
Take 2 linear elements.
10 M
7(b)
Discuss briefly higher order
and iso - parametric elements with suitable sketches.
10 M
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