Difficulty: Easy
Correct Answer: Modulus of elasticity
Explanation:
Introduction / Context:
The linear stress–strain relation in the elastic range is a cornerstone of material mechanics. For uniaxial loading, the proportionality constant relating normal stress and normal strain characterizes stiffness and is essential for deflection, buckling, and vibration checks.
Given Data / Assumptions:
Concept / Approach:
Young’s modulus (modulus of elasticity, E) is defined by E = sigma / epsilon in the linear range for uniaxial loading. Shear modulus (G) relates shear stress to shear strain (tau / gamma). Bulk modulus (K) relates hydrostatic pressure to volumetric strain. Tangent modulus is the slope of the stress–strain curve at a specific point and is used in inelastic analysis, not the linear elastic proportionality constant for the entire elastic range.
Step-by-Step Solution:
Identify the physical quantities: longitudinal stress sigma and longitudinal strain epsilon.Apply Hooke’s law in the elastic range: E = sigma / epsilon.Select the named modulus corresponding to this definition.
Verification / Alternative check:
Dimensional check: E has units of stress (e.g., MPa). Typical values: structural steel ≈ 200,000 MPa; concrete (instantaneous) ≈ 20,000–35,000 MPa; wood depends on species and orientation.
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
Modulus of elasticity.
Discussion & Comments