The stress induced in a body, when suddenly loaded, is _________ the stress induced when the same load is applied gradually.
twice
When a load is applied to a body, it causes deformation and internal stress. The rate at which the load is applied significantly affects the resulting stress. This question asks us to compare the stress induced by a sudden load application versus a gradual load application for the same magnitude of load.
Stress ($\sigma$) is defined as the internal force per unit area within a material. It's calculated as $\sigma = \frac{F}{A}$, where $F$ is the force and $A$ is the cross-sectional area.
Let's analyze the energy involved:
Consider a load $P$ applied to a body of length $L$, cross-sectional area $A$, and modulus of elasticity $E$. Let the elongation under gradual load be $\delta_{grad}$ and under sudden load be $\delta_{sud}$.
When the load $P$ is applied gradually, the maximum stress ($\sigma_{grad}$) is simply:
$$ \sigma_{grad} = \frac{P}{A} $$
The elongation $\delta_{grad}$ is related to stress by Hooke's Law ($\sigma = E \epsilon = E \frac{\delta}{L}$):
$$ \delta_{grad} = \frac{\sigma_{grad} L}{E} = \frac{PL}{AE} $$
The work done by the load is $W_{grad} = \frac{1}{2} P \delta_{grad}$. This work is stored as strain energy ($U_{grad}$).
When the load $P$ is applied suddenly, the work done by the load up to the maximum deformation ($\delta_{sud}$) is $W_{sud} = P \times \delta_{sud}$.
This work is converted entirely into strain energy ($U_{sud}$) within the material at the point of maximum deformation (where velocity is momentarily zero).
The strain energy stored is given by $U_{sud} = \frac{1}{2} \sigma_{sud} \epsilon_{sud} \times \text{Volume}$. Let the volume be $V = AL$. The stress is $\sigma_{sud}$ and strain is $\epsilon_{sud}$.
$$ U_{sud} = \frac{1}{2} \sigma_{sud} \epsilon_{sud} V = \frac{1}{2} \sigma_{sud} \left( \frac{\sigma_{sud}}{E} \right) AL = \frac{\sigma_{sud}^2 AL}{2E} $$
We also know that the deformation is related to stress: $\delta_{sud} = \epsilon_{sud} L = \frac{\sigma_{sud} L}{E}$.
Equating the work done by the load to the stored strain energy:
$$ W_{sud} = U_{sud} $$
$$ P \times \delta_{sud} = \frac{\sigma_{sud}^2 AL}{2E} $$
Substitute the expression for $\delta_{sud}$:
$$ P \times \left( \frac{\sigma_{sud} L}{E} \right) = \frac{\sigma_{sud}^2 AL}{2E} $$
Simplify the equation:
$$ P L = \frac{\sigma_{sud} AL}{2} $$
Solving for $\sigma_{sud}$:
$$ \sigma_{sud} = \frac{2 P L}{A L} = \frac{2P}{A} $$
Comparing the stresses:
$$ \sigma_{sud} = \frac{2P}{A} $$
$$ \sigma_{grad} = \frac{P}{A} $$
Therefore:
$$ \sigma_{sud} = 2 \times \sigma_{grad} $$
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