Yüksek Dirence Dayanıklı Ostenitik Çelikler
X6CrNiMoTi17-12-2 – (1.4571) / X6CrNiMoTi17-12-2 / X10CrNiMoTi18-10 / SUS316Ti / Z6CNDT17-12 / H17N13M2T
Uygulama Bilgileri
Genel Kimliği
X6CrNiMoTi17-12-2 – 1.4571 
| Grade | X6CrNiMoTi17-12-2 | 
| Number | 1.4571 | 
Eş Değer Referansları
X6CrNiMoTi17-12-2 – 1.4571 
| USA | 316Ti | 
| Germany, DIN | X10CrNiMoTi18-10 X6CrNiMoTi17-12-2 | 
| Japan, JIS | SUS316Ti | 
| France, AFNOR | Z6CNDT17-12 Z6CNT17-12 | 
| England, BS | 320S31 321S12 | 
| Italy, UNI | X6CrNiMoTi17-12 | 
| China, GB | 0Cr18Ni12Mo2Ti 1Cr18Ni12Mo2Ti | 
| Sweden, SS | 2350-02 | 
| Poland, PN | H17N13M2T | 
| Czechia, CSN | 17348 | 
| Finland, SFS | 761 | 
| Austria, ONORM | X6CrNiMoTi17-12-2S | 
| Russia, GOST | 08KH17N13M2T 10KH17N13M2T | 
Standartlar
X6CrNiMoTi17-12-2 – 1.4571 
| Standart 1 | EN 10088-2: 2005 | 
| Standart 2 | EN 10088-3: 2005 | 
| Standart 3 | EN 10028-7: 2007 | 
| Standart 4 | EN 10222-5: 2000 | 
| Standart 5 | EN 10216-5: 2014 | 
| Standart 6 | EN 10217-7: 2005 | 
| Standart 7 | EN 10296-2: 2005 | 
| Standart 8 | EN 10253-3: 2008 | 
| Standart 9 | EN 10253-4: 2008 | 
| Standart 10 | EN 10272: 2007 | 
| Standart 11 | EN 10263-5: 2001 | 
| Standart 12 | EN 10250-4: 2000 | 
| Standart 13 | EN 10297-2: 2005 | 
| Standart 14 | EN 10088-1: 2005 | 
| Standart 15 | EN 10088-4: 2009 | 
| Standart 16 | EN 10088-5: 2009 | 
Kimyasal Kompozisyonu
X6CrNiMoTi17-12-2 – 1.4571 
| C | max 0.08 | 
| Si | max 1.00 | 
| Mn | 2.00 | 
| Ni | 10.5 – 13.5 | 
| P | max 0.045 | 
| S | max 0.015 | 
| Cr | 16.5 – 18.5 | 
| Mo | 2 – 2.5 | 
| Ti | max 0.70 | 
Mekanik Özellikleri
X6CrNiMoTi17-12-2 – 1.4571 
| Rm – Tensile strength (MPa) (+A) | 500 – 700 | 
| Rm – Tensile strength (MPa) (+AT) | 500 – 730 | 
| Rm – Tensile strength (MPa) (+AT+C) | 810 – 850 | 
X6CrNiMoTi17-12-2 – 1.4571 
| Rp0.2 0.2% Geçirmezlik Direnci (MPa) (+A) | 200 – 240 | 
| Rp0.2 0.2% Geçirmezlik Direnci (MPa) (+AT) | 190 – 210 | 
X6CrNiMoTi17-12-2 – 1.4571 
| KV – Impact energy (J) transverse (+A) | +20° – 60 | +196° – 60 | 
| KV – Impact energy (J) longitud (+A) | +20° – 100 | 
X6CrNiMoTi17-12-2 – 1.4571 
| A – Min elogation at fracture (%) (+A) | 30 – 40 | 
| A – Min. elongation at fracture (%) longitud., (+AT) | 35 – 45 | 
X6CrNiMoTi17-12-2 – 1.4571 
| Nominal diameter (mm) (%) (+A) | 2 – 50 | 
| Z – Z – Reduction in cross section on fracture (%) | 60 – 65 | 
X6CrNiMoTi17-12-2 – 1.4571 
| Birinel Sertlik (HB) (+A): | 215 | 
| Birinel Sertlik (HB) (+AT): | 210 | 

 
											 
											 
											 
											 
											 
											 
											 
											 
											 
											 
											 
											 
											 
											 
											