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.

Stress in each element is ____

A. Eliminated
B. σ=EBq
C. σ=αΔT
D. σ=E(Bq-αΔT)
Answer» E.
2.

θe=\(\frac{E_eA_el_e\alpha\Delta T}{x_2-x_1}\begin{Bmatrix}-1 \\ 1 \end{Bmatrix}\) is the temperature effect.

A. True
B. False
Answer» B. False
3.

Temperature change is denoted as_____

A. ΔT=(T2-T1)
B. θe
C. le
D. Ae
Answer» C. le
4.

Strain energy per unit volume is ___

A. u0=E(ε-ε0)
B. u0=\(\frac{1}{2}\)E(ε-ε0)
C. Non symmetric
D. Specified displacement
Answer» C. Non symmetric
5.

Stress – strain relation is given as _____

A. σ=E
B. σ=Eε
C. σ=E(ε-ε0)
D. Undefined
Answer» D. Undefined
6.

In the given diagram, the line indicates ____________

A. Stress relation
B. Strain relation
C. Stress – strain relation
D. Undefined
Answer» D. Undefined
7.

In a structure, a crack is formed as a result of ______

A. Thermal expansion
B. Thermo couple
C. Thermal strain
D. Thermal stress
Answer» E.
8.

In temperature effect, initial strain, ε0= ____

A. α ΔT
B. α+ΔT
C. α-ΔT
D. Load
Answer» B. α+ΔT
9.

α means ____

A. Co-efficient of thermal expansion
B. Co-efficient of linear expansion
C. Thermal expansion
D. Thermal effect
Answer» B. Co-efficient of linear expansion
10.

With temperature effect which will vary linearly?

A. Horizontal stress load
B. Potential energy
C. Vertical stress load
D. Kinematic energy
Answer» D. Kinematic energy