Brittle Fracture Self Study Question

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SUMMARY

The discussion centers on calculating the maximum load that can be applied to a 50 mm diameter tie bar with surface defects, ensuring that brittle fracture does not occur. The fracture toughness (Kic) of the material is 120 MPa m-0.5, and a safety factor of 3 is applied. The calculated stress (σf) is 626.76 MPa, leading to a maximum force of 1200 Newtons. The calculations involve using the shape factor (Q) of 1.4 and the surface flaw shape (M) derived from the given parameters.

PREREQUISITES
  • Understanding of fracture mechanics, specifically fracture toughness (Kic)
  • Knowledge of stress and strain calculations in materials
  • Familiarity with safety factors in engineering design
  • Basic geometry for calculating cross-sectional areas of circular sections
NEXT STEPS
  • Study the principles of fracture mechanics, focusing on Kic and its applications
  • Learn about calculating stress and strain in materials under tensile loads
  • Explore the implications of safety factors in engineering design
  • Investigate methods for assessing surface defects in materials and their impact on structural integrity
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Mechanical engineers, materials scientists, and students studying fracture mechanics or structural integrity in engineering applications.

oxon88
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Homework Statement


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A tensile load F is to be applied to a tie bar. The tie bar is 50 mm diameter. The surface of the bar has defects resulting from the manufacturing process, these have a maximum depth of 1.5 mm and have a shape factor of 1.4.

If the fracture toughness of the material used is 120 MPa m–0.5, determine the maximum load which can be applied if brittle fracture is not to occur. Use a factor of safety of 3.

Homework Equations

Fracture toughness, Kic = σf√Mc = 120 MPa m-0.5

shape factor, Q = 1.4

surface flaw shape, M = 1.21π / Q = 2.7153. Attempt at an Answer

not really sure where to start here. can anyone advise?
 
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KIc=120 MPa m-0.5
Q = 1.4
M = 1.21π/1.4
120 MPa m-0.5 = σf √ ((1.21*π*1.5*10-3) / 1.4)

120 MPa m-0.5 = σf * 0.06382σf = 120 MPa m-0.5 / 0.06382

σf = 1880.29 MPasafety factor = 3

σf = 1880.29 / 3 = 626.76 MPacross sectional area = π*r2 = 3.14 * 252 = 1963.5 mm2

Force = Stress * Area

1963.5 * 626.76 = 1230643.26 pascals = 1.23Mpa1.23Mpa = 1200 Newtonswould this be correct?
 
can anyone help with this please?
 
anyone?
 
oxon88 said:
KIc=120 MPa m-0.5
Q = 1.4
M = 1.21π/1.4
120 MPa m-0.5 = σf √ ((1.21*π*1.5*10-3) / 1.4)

120 MPa m-0.5 = σf * 0.06382σf = 120 MPa m-0.5 / 0.06382

σf = 1880.29 MPasafety factor = 3

σf = 1880.29 / 3 = 626.76 MPacross sectional area = π*r2 = 3.14 * 252 = 1963.5 mm2

Force = Stress * Area

1963.5 * 626.76 = 1230643.26 pascals = 1.23Mpa1.23Mpa = 1200 Newtonswould this be correct?
how did you get 1200 Newtons from 1.23 Mpa?
 

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