Respuesta :
The large modulus of elasticity and the magnitude of the thickness of the
cylinder allows it to support the heavy load with minimal deformation.
- The stress on the cylinder is approximately 15.158 MPa
- The deformation of the cylinder is approximately 0.303 mm
Reasons:
Length of the cylinder, L = 2 m
Outside diameter of the cylinder, [tex]D_o[/tex] = 50 mm
Internal diameter of the cylinder, [tex]D_i[/tex] = 20 mm
Load applied to the cylinder, P = 25 kN = 25,000 N
Modulus of elasticity of the material, E = 100 GPa
First part; To find the stress in in the cylinder, σ
Solution:
[tex]\displaystyle Tensile \ stress, \ \sigma = \mathbf{\frac{Load \ applied}{Cross\ sectional \ area}} = \frac{P}{A}[/tex]
The cross sectional area of the cylinder, A = [tex]\displaystyle \mathbf{\frac{\pi}{4} \cdot \left(D_o^2 - D_i^2 \right)}[/tex]
Therefore;
[tex]A = \displaystyle \frac{\pi}{4} \cdot \left(\left(50 \, mm \right)^2 - \left(20 \, mm\right)^2 \right) \approx \mathbf{ 1,649.336 \, mm^2}[/tex]
[tex]\displaystyle Tensile \ stress, \ \sigma = \frac{25,000 \, N}{1,649.336 \, mm^2} \approx 15.158 \, N/mm^2 = \mathbf{ 15.158 \, MPa}[/tex]
- The tensile stress in the cylinder, σ ≈ 15.158 MPa
Second part;
The deformation of the cylinder is found as follows;
[tex]\displaystyle Modulus \ of \ Elasticity, \, E = \mathbf{\frac{Tensile \ stress}{Tensile \ strain}} = \frac{\sigma}{\epsilon}[/tex]
[tex]\displaystyle \epsilon = \mathbf{\frac{\delta L}{L}}[/tex]
Therefore;
[tex]\displaystyle E = \frac{\sigma}{\frac{\delta L}{L} }[/tex]
[tex]\displaystyle \frac{\delta L}{L} = \frac{\sigma}{E}[/tex]
Which gives;
[tex]\displaystyle \delta L = \mathbf{\frac{\sigma}{E} \times L}[/tex]
Where;
δL = The deformation of the cylinder
[tex]\displaystyle \delta L = \frac{15.158 \, N/mm^2}{100 \, GPa} \times 2,000 \, mm = \frac{15.158 \, MPa}{100 \times 10^3 \, MPa} \times 2,000 \, mm \approx \mathbf{0.303 \, mm}[/tex]
- The deformation of the cylinder, δL ≈ 0.303 mm
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