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The experiment of Uniaxial Tensile Test of a mild steel sample using Universal Testing Machine. The stress-strain curve is plotted to determine properties such as Yield strength, Young’s Modulus, etc. the theory behind the tensile test and the properties obtained through the experiment. It also lists the equipments used and the procedure followed. The results are presented in the form of a graph of load vs displacement and the tensile properties are calculated.
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Shiva Yadav (Dated: February 19, 2023)
In this experiment, a mild steel sample is subjected to tensile load using Universal Testing Machine and the stress-strain curve is plotted in order to determine properties such as Yield strength, Young’s Modulus, etc. These properties are used to judge the usefulness of the material for applications which require the material to withstand tensile loads
I. INTRODUCTION
A tensile test, also known as tension test, is one of the most fundamental and common types of mechan- ical testing. A tensile test applies tensile (pulling) force to a material and measures the response of the specimen to the stress. By doing this, tensile test determine how is stronger material is and how much it can elongate before fracture.
Tensile tests are typically conducted on universal testing instruments, are simple to perform, and are fully standardized. By measuring the change in length of the material while it is being subjected to load at fixed loads, we can obtain a complete pro- file of its tensile properties via a Stress-Strain Curve.
When the applied load exceeds the ultimate strength point, the sample breaks and the ends of the resulting two pieces will form cup and cone structure if a cylindrical sample is used. The data collected from the experiment can be used for simulation of components in service.
II. THEORY
The tensile test is most applied one of all the me- chanical tests. In this test ends of test piece are fixed into grips connected to a straining device and to a load measuring device. If the applied load is small enough, the deformation of any solid is entirely elas- tic. An elastically deformed solid will return to its original form as soon as load is removed. However, if the load is too large , the material can be de- formed permanently. The initial part of the tension curve which is recoverable immediately after unload- ing is termed as elastic and rest of the curve which represents the way in which solid undergoes plastic deformation is termed as plastic.
When plotted, this data will provide a stress/strain curve which shows how the mate- rial reacted to the force being applied. The point of break or failure is of much interest, but another im- portant property include the modulus of elasticity,
yield strength and strain. Ultimate tensile strength is one of the most important properties we can determine about a material. This is the maximum stress that a specimen sustains during the test .The ultimate tensile strength may or may not equate to the strength of the specimen at break, depending on whether the material is brittle, ductile, or exhibits properties of both. Sometimes a material may be ductile when tested in a lab, but when placed in service and exposed to extreme cold temperatures, it may transition to brittle behaviour. Hooke’s law for most materials, the initial position of the test will exhibit a linear relationship between the applied force or load and the elongation exhibited by the specimen.[1] In this linear region, the line obeys hooke’s law where the ratio of stress to strain is constant.Let E be the slope of the line in the region where the stress is proportional to strain and is called the modulus of elasticity or young’s modulus. Modulus of elasticity measures the stiffness of the materials which only ap- plies in the initial linear region of the curve. Within this linear region the tensile load can be removed from the specimen and the material will return to the exact same condition it had been in prior to the load being applied. At the point when the curve is no longer linear and deviates from the straight - line relationship( this point is called the proportional limit), Hooke’s law no longer applies and some per- manent deformation occurs in the specimen. This point is called the elastic or proportional limit. From this point on in the tensile test, the material reacts plastically to any further increase in load or stress. It will not return to its original, and unstressed con- dition if the load is removed. The following properties are obtained through the experiment[2]:-
Uniaxial Tensile test
portional limit) to strain, i.e., the slope of the stress-strain curve. It is considered the mea- sure of rigidity or stiffness of a metal.
III. EQUIPMENTS USED
A. The UTM
Maximum Capacity 200 kN Load Resolution 0. 01 kN Tensile Clearance 50 − 700 mm Jaws for round Bar 10 − 20 , 20 − 30 mm Width 50 mm
Table I. UTM specifications
Figure 1. The UTM used
The machine consists of-
IV. PROCEDURE
Using the above data, the stress-strain curve can be plotted.
V. RESULTS
The graph of load vs displacement is plotted and the tensile properties are calculated.