302 Prakt. Met. Sonderband 38 (2006) 
800 + — 900 - = TRANSVERSE 
‚ONGITUDINAL | 
700 | TRANSVERSE 800 
600 700 - 
g 500 - g 600 + 
2 2 500 - 
3 ©] un 
ol 1 400 - 
Z 300 X 
nN » 300 
200 A 200 
100 100 
0+ 04 
RT. 300 400 500 620 700 920 RT. 300 400 500 620 700 92€ 
TEMPERATURE (°C) TEMPERATURE (°C) 
Fig. 4. 0.2% offset YS of the studied steels. Fig. 5. Tensile strength of the studied steels. 
[71 LONGITUDINAL [C1 LONGITUDINAL 
© TRANSVERSE 3 . ZZ] TRANSVERSE 
14 
25 
3 xX 
Zz 10 T 20 
5 S 
< 8 x 15 
br Cx 
; 7 
D+ — 0! 
RT. 300 400 500 620 700 920 RT. 300 400 500 620 700 920 
TEMPERATURE (°C! TEMPERATURE (°C) 
Fig. 6. Uniform elongation of the studied Fig. 7. Total elongation of the studied steels. F 
steels. s