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IGCAR : Annual Report - Indira Gandhi Centre for Atomic Research

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IGC<br />

<strong>Annual</strong> <strong>Report</strong> 2007<br />

III.C.3. Improvement of Mechanical Properties of<br />

Modified 9Cr-1Mo Steel by Heat Treatment<br />

Modified 9Cr-1Mo steel is<br />

ferritic steel, used extensively in<br />

the standard normalized and<br />

tempered condition (20-30µm<br />

grain size) in fossil power<br />

plants, steam generator of<br />

PFBR, petrochemical industries<br />

and many other heat transport<br />

systems due to its good<br />

mechanical properties up to<br />

823 K and physical properties.<br />

However, the weldments of<br />

these steels are susceptible to<br />

Type IV cracking during service<br />

due to its low creep strength of<br />

the inter-critical heat affected<br />

zone (ICHAZ). Improvement of<br />

Type IV cracking resistance of<br />

these steels by alloying<br />

additions has been suggested<br />

by many authors. In the present<br />

work, it has been shown that<br />

increase in prior austenite grain<br />

size of the modified 9Cr-1Mo<br />

steel by heat treatment<br />

increases the room temperature<br />

and higher temperature yield<br />

strength (Fig. 1) by ~25%<br />

without significantly effecting<br />

the tensile ductility. Increase in<br />

heat treatment temperature<br />

results in increase in grain size<br />

of the material and supersaturated<br />

solid solution of<br />

carbon and alloying elements.<br />

This could be the reason <strong>for</strong><br />

increase in strength of the<br />

material in the higher<br />

normalization temperature and<br />

tempering condition. It is<br />

interesting to observe that yield<br />

strength of the weld joints made<br />

with these large prior austenite<br />

grain size materials also<br />

increases (Fig. 2) in same<br />

magnitude at room<br />

temperature and high<br />

temperature.<br />

The increase in yield and<br />

tensile strength of the weld<br />

joints can be correlated with<br />

increase in hardness of the<br />

ICHAZs in the higher grain size<br />

material. It can be mentioned<br />

here that hardness of the<br />

ICHAZ in weld joint, which was<br />

made with 120µm grain size<br />

base metal is increased by 20<br />

VHN 200g . The microstructure<br />

observation shows that<br />

presence of martensite in this<br />

zone could be the reason <strong>for</strong><br />

increase in hardness of this<br />

zone. This is further reflected in<br />

the tensile tested weld joints.<br />

The radial profile of tensile<br />

tested specimen shows two<br />

necking (Fig. 3) when the weld<br />

joint was made with 20-30 µm<br />

grain size material, which was<br />

absent when it was made with<br />

120µm grain size material. This<br />

clearly showed that larger grain<br />

sizes can affect the de<strong>for</strong>mation<br />

behavior of cross weld tensile<br />

specimen. The hardness profile<br />

taken from one side of the<br />

tensile tested specimen to the<br />

other side of the specimen<br />

shows that hardness increases<br />

in the broken side of the<br />

specimen when weld joint was<br />

made with 120 µm grain size<br />

material but it decreases when<br />

it was made with 20-30 µm<br />

grain size material (Fig.4),<br />

clearly indicating <strong>for</strong>mer<br />

780<br />

770<br />

760<br />

750<br />

740<br />

730<br />

720<br />

710<br />

700<br />

690<br />

680<br />

670<br />

660<br />

650<br />

640<br />

630<br />

620<br />

1340 1360 1380 1400 1420 1440 1460 1480<br />

Yield Strength, MPa<br />

Yield Strength<br />

UTS<br />

Normalising temperature, K<br />

Fig.1 Change of tensile strength of<br />

base metal with normalizing<br />

temperature in the 1033K/3h<br />

tempered condition (UTS: ultimate<br />

tensile strength)<br />

600<br />

500<br />

400<br />

300<br />

200<br />

100<br />

0<br />

RT<br />

550 0 C<br />

20-30µm<br />

120µm<br />

140µm<br />

Weld Joint<br />

Fig.2 Change of tensile strength of<br />

weld joints with normalizing<br />

temperature in the 1033K/3h<br />

tempered condition<br />

R&D FOR FBRs 47

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