Theory

To conduct direct tensile test on the given steel specimen according to I.S. 1608 – 1972 draw the stress strain diagram and determine its mechanical properties.


Apparatus

1.      Universal testing machine

2.    Vernier calipers

3.    Extensometer scale

4.    Punch and steel specimen


General

Top steel is almost replacing mild steel in reinforced cement concrete construction because of its increased tensile strength with nominal increase in cost moreover the band strength of mild steel bars moreover the increase in strength is a compared by increase in ductility.


Diagram

Universal Testing Machine



Procedure

The test procedure is almost similar to that on mild steel bar. However the bar is not machined. The dimensions of the specimen are measured accurately. The dimensions of the specimen are measured accurately. The initial length is carefully marked by punch mark.
The specimen is placed between grips and the load is applied gradually. The extensometer readings are taken at regular intervals unlike in the case of mild steel no. definite yield point is observed for plain steel specimens. However when the strain is about 0.5% the extensometer is removed and further extensions are measured with vernier calipers. The work load and bearing load are noted. After the specimen breaks the final gauge length is plotted upto failure. All the required mechanical properties are calculated.


Observation

1.      Length of the bar is É» = 59.5 cm

2.    Diameter of the bar is D = 1.0029 cm


3.    Weight of the bar is w = 369 gm

4.    Area of the bar A = 3.14 / 4 x d2    

                              = 3.14 / 4 x (1.0029)2
                              = 0.789 cm2

5.     Stress δ = P/A 680 / 0.789 = 861.85 N/mm2


Conclusion

As per I.S. 432 part I, the minimum recommended values for yield stress for I.S. grade I
The ultimate tensile stress = 52.75 kg/mm2
Percent minimum elongation = 3.19 x 100 =
As per I.S. 1786 – 1966, the minimum recommended values are 0.2 % proof stress is 47 kg/mm2.
Ultimate stress 48.5 kg/mm2
Percent of elongation = 3.19 %
The values obtained more than recommended values.


Result


The obtained values are more than specified values.