Step 1: Understanding the Question:
The question asks for the maximum bending stress in a plate that is bent into a circular arc.
Step 2: Key Formula or Approach:
This problem uses the theory of simple bending. The fundamental bending equation is:
\[ \frac{M}{I} = \frac{\sigma}{y} = \frac{E}{R} \]
where:
$\sigma$ = Bending stress at a distance $y$ from the neutral axis
$E$ = Modulus of Elasticity
$R$ = Radius of curvature of the bent beam
We need to find the maximum bending stress, $\sigma_{max}$. From the equation, we can write:
\[ \sigma = \frac{E y}{R} \]
The maximum stress occurs at the extreme fiber, where $y$ is maximum. For a rectangular plate of thickness $t$, the neutral axis is at the center, so $y_{max} = t/2$.
\[ \sigma_{max} = \frac{E (t/2)}{R} \]
Step 3: Detailed Explanation:
First, identify and convert all values to consistent units (N and mm).
• Plate thickness ($t$) = 10 mm.
• Maximum distance from neutral axis ($y_{max}$) = $t/2 = 10 \text{ mm} / 2 = 5$ mm.
• Radius of curvature ($R$) = 10 m = $10 \times 1000 = 10,000$ mm.
• Modulus of Elasticity ($E$) = 200 GPa = $200 \times 10^3$ N/mm$^2$.
• The width of the plate (100 mm) is not needed to calculate the stress.
Now, substitute these values into the formula:
\[ \sigma_{max} = \frac{E \cdot y_{max}}{R} \]
\[ \sigma_{max} = \frac{(200 \times 10^3 \text{ N/mm}^2) \times (5 \text{ mm})}{10,000 \text{ mm}} \]
\[ \sigma_{max} = \frac{1,000,000}{10,000} \text{ N/mm}^2 \]
\[ \sigma_{max} = 100 \text{ N/mm}^2 \]
Note that 1 N/mm$^2$ is equal to 1 MPa. So the stress is 100 MPa.
Step 4: Final Answer:
The maximum bending stress induced in the plate is 100 N/mm$^2$.