Gauge length prior to starting =50mm
Length after fracture =66.4mm
0.1% proof load=18.5kn
Maximum load=26.6kn
Original diameter =10mm
Calculate using the above data the
2. 0.1 proof stress
3. Tensile strength
1.
0.1% proof stress means 0.1% of E (Young's modulus of elasticity):
"E=\\sigma\/\\varepsilon"
stress:
"\\sigma=F\/A"
where F is 0.1% proof load,
A is cross-sectional area
"\\sigma=\\frac{18.5\\cdot10^3}{\\pi(10\\cdot10^{-3})^2}=5.89\\cdot10^7" Pa
stain:
"\\varepsilon=x\/L"
where x is extension,
L is length
"\\varepsilon=\\frac{66.4-50}{50}=0.328"
"E=5.89\\cdot10^7\/0.328=1.796\\cdot10^8" Pa
2.
Tensile strength:
"F_{max}\/A=\\frac{26.6\\cdot10^3}{\\pi(10\\cdot10^{-3})^2}=8.47\\cdot10^7" Pa
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