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When selecting materials for an engineering application, critical mechanical properties of the material must be reviewed. Two such properties are yield strength and tensile strength. They are both measures of a material's resistance to failure, either by deformation or fracture. Despite this similarity, yield strength and tensile strength are two very different parameters.
When subjected to stress, a material undergoes recoverable deformation. The yield strength of a material represents the stress beyond which its deformation is plastic. Any deformation that occurs as a result of stress higher than the yield strength is permanent. Because of the linearity of elastic deformation, yield strength is also defined as the greatest stress achievable without any deviation from the proportionality of stress and strain. Beyond this point, large deformations can be observed with little or no increase in the applied load. Yield strength is measured in N/m² or pascals.
The yield strength of a material is determined using a tensile test. The results of the test are plotted on a stress-strain curve. The stress at the point where the stress-strain curve deviates from proportionality is the yield strength of the material. It is difficult to define an exact yield point for certain materials from the stress-strain curve. This is because these materials do not display an abrupt curve; rather the onset of yield occurs over a range. It is therefore practical to use proof stress as a representation of the yield strength.
Proof stress is measured by drawing a line at 0.2% of the plastic strain, parallel to the straight-line elastic region of the stress-strain curve. The stress at the point where this line intercepts the curve is the proof stress. The yield strength of a material can be increased by certain material processes.
Often referred to as ultimate tensile strength (UTS), tensile strength is the maximum tensile load a material can withstand prior to fracture. It is a measure of a material's resistance to failure under tensile loading.
The tensile strength of a material is determined using a tensile test. It is the highest point on the stress-strain curve, which is plotted after the test. Tensile strength can also be determined using this formula:
Where P_{f} is the load at fracture, A_{o} is the original cross-sectional area, and σ_{f} is the tensile strength, measured in N/m² or pascals. It is important to note that the tensile strength of a material is a specific value under controlled standard test conditions. However, in practical applications, tensile strength varies with temperature. At 100°C, the tensile strength of copper falls from 220Mpa at room temperature, to 209Mpa. These variations are compensated for by using a factor of safety, which is usually a fraction of the original tensile strength in design considerations.
The following are some of the major differences between yield strength and tensile strength:
Below are examples of the yield and tensile strengths of some engineering materials.
Material |
Yield strength (Mpa) |
Tensile strength (Mpa) |
copper |
70 |
220 |
aluminium |
95 |
110 |
structural steel |
250 |
400 |
cast iron 4.5% |
130 |
200 |
stainless steel |
502 |
860 |
titanium alloy |
730 |
900 |
high strength alloy steel |
690 |
760 |
chromium-vanadium steel |
620 |
940 |
tungsten |
941 |
1510 |
kevlar |
3620 |
3757 |
_{(Table Source: https://www.engineeringtoolbox.com/young-modulus-d_417.html)}
Pelleg, J. (2012) Mechanical properties of solids. Illustrated edn. Berlin: Springer science and business media
Khurmi, R. S. (2008) Strength of materials. Revised edn. New Dehli: S. Chand publishers
Rajput, R.K. (2006) Strength of materials. 4th edn. New Dehli: S. Chand publishers
Smallman, R. E. and Bishop, R. J. (1999) Modern physical metallurgy and materials engineering. 6th edn. London: Butterworth Hieneman