Torsional rigidity of a circular section for unit twist and unit length will be:
Torsional rigidity is a crucial mechanical property that describes a shaft's resistance to twisting deformation when subjected to a torque. It is fundamentally derived from the material's shear stiffness and the cross-sectional geometry of the component.
For a circular shaft subjected to torsion, the relationship between the applied torque (\( T \)), the angle of twist (\( \theta \)), the shaft's length (\( L \)), the material's modulus of rigidity (\( G \)), and the cross-section's polar moment of inertia (\( J \)) is given by the torsion equation:
\[ T = \frac{G J \theta}{L} \]
In this fundamental equation, each term plays a specific role:
The term torsional rigidity itself is commonly defined as the product of the modulus of rigidity (\( G \)) and the polar moment of inertia (\( J \)), often denoted as \( G J \). It signifies the resistance of a shaft to twist.
The question specifies conditions of "unit twist" and "unit length". Let's interpret these conditions within the torsion formula:
By substituting \( \theta = 1 \) and \( L = 1 \) into the torsion equation \( T = \frac{G J \theta}{L} \), we can observe the resulting relationship:
\[ T = \frac{G J (1)}{1} \]
\[ T = G J \]
This derivation clearly shows that when a circular section is subjected to a unit twist over a unit length, the applied torque (\( T \)) becomes numerically equal to the torsional rigidity (\( G J \)) of that section. Therefore, torsional rigidity can be conceptualized as the amount of torque required to produce a unit angle of twist over a unit length of the shaft.
Let's consider each option in light of our understanding:
Based on this analysis, for a circular section undergoing a unit twist over a unit length, the value of its torsional rigidity is equivalent to the torque required to achieve this specific deformation.
Which of the following assumptions are True for torsion theory for axisymmetric sections?
A tubular shaft, having an inner diameter of 30 mm and an outer diameter of 40 mm, is to be used to transmit 80 kW of power. The speed of rotation of the shaft so that the shear stress will not exceed 50 MPa is
A circular solid shaft of span L = 5 m is fixed at one end and free at the other end. A torque T = 100 kN.m is applied at the free end. The shear modulus and polar moment of inertia of the section are denoted as G and J, respectively. The torsional rigidity GJ is 50,000 kN.m2 /rad. The following are reported for this shaft:
Statement i) The rotation at the free end is 0.01 rad
Statement ii) The torsional strain energy is 1.0 kN.m
With reference to the above statements, which of the following is true?
A solid circular shaft of diameter d and length L is fixed at one end and free at the other end. A torque T is applied at the free end. The shear modulus of the material is G. The angle of twist at three free ends is