Brittle Fracture Self Study Question

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Discussion Overview

The discussion revolves around a homework problem related to brittle fracture in a tie bar subjected to tensile load. Participants are tasked with determining the maximum load that can be applied without causing brittle fracture, considering factors such as fracture toughness, shape factors, and safety factors.

Discussion Character

  • Homework-related
  • Mathematical reasoning

Main Points Raised

  • One participant presents the problem statement and seeks guidance on how to begin solving it.
  • Another participant provides a detailed calculation involving fracture toughness, shape factor, and safety factor, arriving at a stress value and subsequently calculating the force.
  • There is a request for confirmation on the correctness of the calculations presented.
  • A later reply reiterates the calculations but questions the conversion from megapascals to newtons, indicating a potential misunderstanding or need for clarification.

Areas of Agreement / Disagreement

Participants are engaged in a collaborative effort to solve the problem, but there is no consensus on the correctness of the calculations or the conversion process. Uncertainty remains regarding the final answer and the methodology used.

Contextual Notes

Participants have not explicitly stated all assumptions or provided complete details on the mathematical steps, leading to potential gaps in understanding the calculations.

oxon88
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Homework Statement


[/B]
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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