Explore topic-wise MCQs in Finite Element Method.

This section includes 10 Mcqs, each offering curated multiple-choice questions to sharpen your Finite Element Method knowledge and support exam preparation. Choose a topic below to get started.

1.

In two dimensional modeling, elemental volume is given by ____

A. dV=tdA
B. dV=dA
C. f=[f<sub>x</sub>,f<sub>y</sub>]<sup>T</sup>
D. Trussky program
Answer» B. dV=dA
2.

In two dimensional modeling, traction force is denoted as ____

A. Row vector
B. T=[T<sub>x</sub>,T<sub>y</sub>]<sup>T</sup>
C. f=[f<sub>x</sub>,f<sub>y</sub>]<sup>T</sup>
D. =D
Answer» C. f=[f<sub>x</sub>,f<sub>y</sub>]<sup>T</sup>
3.

The information of array of size and number of elements and nodes per element can be seen in ___

A. Column height
B. Element connectivity table
C. Matrix form
D. Undefined
Answer» C. Matrix form
4.

In two dimensional modeling, body force is denoted as ___

A. f=[f<sub>x</sub>,f<sub>y</sub>]<sup>T</sup>
B. =D
C. q<sup> </sup>=lq
D. f=[2&amp;vert;i-j&amp;vert;+1]
Answer» B. =D
5.

In two dimensional analysis, stresses and strains are related as ___

A. =D
B. =
C. Load values
D. =D
Answer» B. =
6.

For a triangular element,element displacement vector can be denoted as ___

A. q=[q<sub>1</sub>,q<sub>2</sub>,q<sub>3</sub>]<sup>T</sup>
B. q=[q<sub>1</sub>,q<sub>2</sub>]<sup>T</sup>
C. q=[q<sub>1</sub>,q<sub>2</sub>, q<sub>6</sub>]<sup>T</sup>
D. Load vector
Answer» D. Load vector
7.

In two dimensional modeling each node has ____ degrees of freedom.

A. One
B. Infinity
C. Finite
D. Two
Answer» E.
8.

The finite element method is used to solve the problem ______

A. Uniformly
B. Vigorously
C. Approximately
D. Identically
Answer» D. Identically
9.

Each triangle formed by three nodes and three sides is called a ______

A. Node
B. Force matrix
C. Displacement vector
D. Element
Answer» E.
10.

In 2D elements. Discretization can be done. The points where triangular elements meet are called ____

A. Displacement
B. Nodes
C. Vector displacements
D. Co-ordinates
Answer» C. Vector displacements