Where does the tensile strength locate?

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SUMMARY

The discussion clarifies the definition and identification of yield strength in materials, specifically noting that for most materials, excluding mild steel, the yield point is not easily identifiable. Instead, yield strength is commonly defined at 0.2% inelastic strain, which is a standard practice in industry due to the non-linear nature of elastic deformation near yield stress. The graph referenced illustrates this concept, highlighting the significance of the 0.2% inelastic strain marker as a practical measure of yield strength.

PREREQUISITES
  • Understanding of yield strength and plastic deformation concepts
  • Familiarity with stress-strain graphs
  • Knowledge of Hooke's law and its limitations
  • Basic principles of materials science
NEXT STEPS
  • Research the significance of 0.2% inelastic strain in material testing
  • Explore the differences between elastic and plastic deformation in materials
  • Study various methods for determining yield strength in different materials
  • Learn about the applications of yield strength in engineering and design
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Materials scientists, mechanical engineers, and students studying material properties who seek to understand the practical implications of yield strength and its measurement in various materials.

aiklone1314
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Hi,
i read my online note, it state that yield strength is stress at which noticeable plastic deformation has occurred but why when i see the graph, it doesn't means like what it written.
below is the graph make me confusing.
 

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aiklone1314 said:
Hi,
i read my online note, it state that yield strength is stress at which noticeable plastic deformation has occurred but why when i see the graph, it doesn't means like what it written.
below is the graph make me confusing.

Except mild steel the yield point is difficult to find. So people usually define that the stress at 0.2% inelastic strain is yield strength.
You can find the 0.2% inelastic strain position is drawed specially in the graph, that's the reason. And, 0.2% inelastic strain is noticeable in industry use.
It is 0.2% inelastic strain but not 0.0% because elastic deformation do not fully agrees to Hooke's law. The elastic deformation near yield stress is not linear. So 0.0% is not a proper value.
 

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