Development of fe500s earth quake resistance tmt rebar ijaerdv05i0185206

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International Journal of Advance Engineering and Research Development (IJAERD) Volume 5, Issue 01, January-2018, e-ISSN: 2348 - 4470, print-ISSN: 2348-6406

Trial -1

Cooling Temperature = 615°C

Cooling Temperature = 660°C

Trial -2 .

Cooling Temperature = 685°C

Fig – 4: Macrostructure of TMT Bar with respect to Trials To know the case depth of the hardened zone of the TMT steel bars, case depths from different places are measured and their average is considered as the representative value given in table no.5. Table No.5:Case depth and area fraction of case and core of steel rebars. Trial No.

Sample No.

Cooling regime(°C)

Case Depth (in mm)

Case Area (Sq.mm)

1

610 - 620

2.2

31

2

660 - 670

1.5

22

3

680 - 700

0.7

11

1 2

A case depth of TMT rebar w.r.t to cooling regime and chemical composition , In trial -1 , sample -1 was finished at low cooling regime having a higher case depth leads a higher YS and low UTS/YS Ratio but in sample -2 finished in high cooling regime leads a high UTS/YS ratio and less yield strength. As comparatively in trial -2 finished the material in high cooling regime (680 - 700°C) having a very less case depth equivalent to air cooled rebar leads a high UTS/YS ratio with required yield strength.

@IJAERD-2018, All rights Reserved

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