Step 1: In the case of a linear elastic isotropic material, the Poisson’s ratio \( \nu \) is related to the Young’s modulus \( E \) and the shear modulus \( G \) by the following formula: \[ \nu = \frac{E}{2G} - 1 \] This relationship is fundamental in material science and helps define the deformation characteristics of isotropic materials under stress.
Step 2: The given values for this material are: \[ E = 140 \, {GPa}, G = 50 \, {GPa} \] We substitute these values into the formula for Poisson’s ratio: \[ \nu = \frac{140 \, {GPa}}{2 \times 50 \, {GPa}} - 1 \] Simplifying the expression: \[ \nu = \frac{140}{100} - 1 = 1.4 - 1 = 0.40 \]
Step 3: After simplifying the calculation, we find that the Poisson's ratio \( \nu \) for this material is \( 0.40 \). This value indicates how the material deforms in response to applied stress, where the lateral strain is 0.40 times the axial strain.
Step 4: It is important to note that Poisson’s ratio for most common engineering materials typically lies between 0 and 0.5. Values closer to 0.5 indicate more incompressible materials (such as metals), while values lower than 0.5 indicate more compressible materials (such as rubber).
Step 5: Therefore, the Poisson’s ratio for the material is \( 0.40 \), which matches the given answer.
The figure shows a rod PQ, hinged at P, rotating counter-clockwise with a uniform angular speed of 15 rad/s. A block R translates along a slot cut out in rod PQ. At the instant shown the distance \( PR = 0.5 \, {m} \) and \( \theta = 60^\circ \). The relative velocity of R with respect to the rod PQ is 5 m/s at the instant shown. The relative acceleration of R with respect to the rod PQ is zero at the instant shown.
Which one of the following is the CORRECT magnitude of the absolute acceleration (in m/s\(^2\)) of block R?
Consider two blocks, P of mass 100 kg and Q of mass 150 kg, resting as shown in the figure. The angle \( \theta = 30^\circ \). The coefficient of friction between the two blocks is 0.2. Assume no friction exists at all other interfaces. The minimum force required to move the block P upward is \( W \). Which one of the following options is closest to the CORRECT magnitude of \( W \) (in N)?
A force of \( P = 100 \, {N} \) is applied at the ends of the pliers as shown in the figure. Neglecting friction, the force exerted by the upper jaw on the workpiece is ........... N (in integer).
Consider a beam with a square box cross-section as shown in the figure. The outer square has a length of 10 mm. The thickness of the section is 1 mm. The area moment of inertia about the x-axis is ........... mm\(^4\) (in integer).
In the figures given below, L and H indicate low and high pressure centers, respectively; PGF, CoF and CeF indicate Pressure Gradient Force, Coriolis Force and Centrifugal Force, respectively; \( V \) is Velocity. [The arrows indicate only the directions but not the magnitudes of the forces and velocity.]
Which of the following is/are the correct representation(s) of the directions of various forces and velocity in the gradient wind balance in the northern hemisphere?
Which of the following is the correct form of the mass divergence form of the continuity equation for a compressible fluid? [In the given equations, \( \rho \) is the density and \( \nabla \) the three-dimensional velocity vector of the fluid.]
[(i)] $\displaystyle \frac{\partial \rho}{\partial t} + \nabla \times (\rho \mathbf{v}) = 0$
[(ii)] $\displaystyle \frac{\partial \rho}{\partial t} + \nabla \cdot (\rho \mathbf{v}) = 0$
[(iii)] $\displaystyle \frac{\partial \mathbf{v}}{\partial t} + \rho \cdot \nabla \mathbf{v} = 0$
[(iv)] $\displaystyle \frac{\partial \rho}{\partial t} + \mathbf{v} \cdot \nabla \rho = 0$
The vertical (depth) profiles for three parameters P1, P2, and P3 in the northern Indian Ocean are given in the figure below. The values along the x-axis are the normalized values of the parameters and y-axis is the depth (m).
Identify the parameters P1, P2, and P3 from the options given below.