- Nonlinear elastic \(\Rightarrow\) nonlinear curve but identical loading and unloading paths.
- Homogeneous \(\Rightarrow\) properties are independent of position.
- Isotropic \(\Rightarrow\) properties independent of direction, so infinite symmetry planes.
- Linear elastic \(\Rightarrow\) straight line stress-strain with no hysteresis.
The stress-strain graph for a nonlinear elastic material is as shown in the figure. 
The stress-strain graph for a linear elastic material is as shown in the figure. 
Step 1: Check option (A).
A nonlinear elastic material has a nonlinear stress-strain curve, but unloading follows the same path as loading (no hysteresis). The figure shown has different loading and unloading paths, which corresponds to inelastic or plastic behavior, not nonlinear elasticity.
\(\Rightarrow\) (A) is incorrect.
Step 2: Check option (B).
By definition, a homogeneous material has properties independent of position. Hence material constants are the same at all points in the body.
\(\Rightarrow\) (B) is correct.
Step 3: Check option (C).
An isotropic material has identical properties in all directions. This implies infinitely many planes of symmetry because the material response does not depend on orientation.
\(\Rightarrow\) (C) is correct.
Step 4: Check option (D).
A linear elastic material follows Hooke's law: stress is proportional to strain. This gives a straight-line stress-strain curve, and loading and unloading occur along the same line. The figure shown for (D) is correct.
\(\Rightarrow\) (D) is correct.
\[\boxed{\text{Correct options: (B), (C), (D)}}\]
Two designs A and B, shown in the figure, are proposed for a thin-walled closed section that is expected to carry only torque. Both A and B have a semi-circular nose, and are made of the same material with a wall thickness of 1 mm. With strength as the only criterion for failure, the ratio of maximum torque that B can support to the maximum torque that A can support is _________ (rounded off to two decimal places).
A thin flat plate is subjected to the following stresses: \[ \sigma_{xx} = 160 \, {MPa}; \, \sigma_{yy} = 40 \, {MPa}; \, \tau_{xy} = 80 \, {MPa}. \] Factor of safety is defined as the ratio of the yield stress to the applied stress. The yield stress of the material under uniaxial tensile load is 250 MPa. The factor of safety for the plate assuming that material failure is governed by the von Mises criterion is _________ (rounded off to two decimal places).
A prismatic vertical column of cross-section \( a \times 0.5a \) and length \( l \) is rigidly fixed at the bottom and free at the top. A compressive force \( P \) is applied along the centroidal axis at the top surface. The Young’s modulus of the material is 200 GPa and the uniaxial yield stress is 400 MPa. If the critical value of \( P \) for yielding and for buckling of the column are equal, the value of \( \frac{l}{a} \) is __________ (rounded off to one decimal place).
A uniform rigid bar of mass 3 kg is hinged at point F, and supported by a spring of stiffness \( k = 100 \, {N/m} \), as shown in the figure. The natural frequency of free vibration of the system is ___________ rad/s (answer in integer).
For a three-bar truss loaded as shown in the figure, the magnitude of the force in the horizontal member AB is __________ N (answer in integer).
Two designs A and B, shown in the figure, are proposed for a thin-walled closed section that is expected to carry only torque. Both A and B have a semi-circular nose, and are made of the same material with a wall thickness of 1 mm. With strength as the only criterion for failure, the ratio of maximum torque that B can support to the maximum torque that A can support is _________ (rounded off to two decimal places).
Two designs A and B, shown in the figure, are proposed for a thin-walled closed section that is expected to carry only torque. Both A and B have a semi-circular nose, and are made of the same material with a wall thickness of 1 mm. With strength as the only criterion for failure, the ratio of maximum torque that B can support to the maximum torque that A can support is ________ (rounded off to two decimal places).

A 1 m long rod of 1 cm × 1 cm cross section is subjected to an axial tensile force of 35 kN. The Young’s modulus of the material is 70 GPa. The cross-section of the deformed rod is 0.998 cm × 0.998 cm. The Poisson’s ratio of the material is __________ (rounded off to one decimal place).
A 1 m long rod is to be designed to support an axial tensile load \( P \) (\( P >> \) weight of the rod). The material for the rod is to be chosen from one of the four provided in the table. Using strength-based failure criterion for design, which material results in the lowest weight of the rod?
Given Properties Properties:
