Under EN10084-1998 standard,28CrS4 Structural steel means a specific level of strength and formability of steel. Tensile test can be formed after the interruption of the elongation said. Structural steel usually used for carrying purposes, the strength of steel in these applications is an important design criteria.28CrS4 Structural steel can be broken down as follows: alloy steel carbon steel low alloy steel heat-resistant steel and so on.
Chemical elements | C | Si max. |
Mn | P max. | S | Cr |
%, by mass | 0,24-0,31 | 0,40 | 0,60-0,90 | 0,035 | 0,020-0,040 | 0,90 – 1,20 |
Permissible deviation | ± 0,02 | + 0,03 | ± 0,04 | + 0,005 | ± 0,005 | ± 0,05 |
Hardness HRC at a distance from quenched end of test piece (in milimetres) of | ||||||||||||||||
mm | 1,5 | 3 | 5 | 7 | 9 | 11 | 13 | 15 | 20 | 25 | 30 | 35 | 40 | 45 | 50 | |
+H | max. | 53 | 52 | 51 | 49 | 45 | 42 | 39 | 36 | 33 | 30 | 29 | 28 | 27 | - | - |
min. | 45 | 43 | 39 | 29 | 25 | 22 | 20 | - | - | - | - | - | - | - | - | |
+HH | max. | 53 | 52 | 51 | 49 | 45 | 42 | 39 | 36 | 33 | 30 | 29 | 28 | 27 | - | - |
min. | 48 | 46 | 43 | 35 | 32 | 29 | 26 | 23 | 20 | - | - | - | - | - | - | |
+HL | max. | 50 | 49 | 47 | 42 | 38 | 35 | 33 | 30 | 27 | 24 | 23 | 22 | 21 | - | - |
min. | 45 | 43 | 39 | 29 | 25 | 22 | 20 | - | - | - | - | - | - | - | - |
Brinell hardness in the condition | |||||
+S max. | +A max. | +TH | +FP | ||
min. | max. | min. | max. | ||
255 | 217 | 166 | 217 | 156 | 207 |
D (mm) Bars Diameter d (mm) | K Total characteristic value K (oxides) for the individual cast |
140 < d 200 | K 4 ≤ 50 |
100 < d ≤ 140 | K 4 ≤ 45 |
70 < d ≤ 100 | K 4 ≤ 40 |
35 < d ≤ 70 | K 4 ≤ 35 |
17 < d ≤ 35 | K 3 ≤ 40 |
8 < d ≤ 17 | K 3 ≤ 30 |
d ≤ 8 | K 2≤ 35 |
End quenchh test Quenching, 0C | Carbunnzing temperature, 0C | Core-hardening temperature, 0C | Case-hardening temperature, 0C | Tempering, 0C |
850 | 880 to 980 | 860 to 900 | 780 to 820 | 150 to 200 |
Source:
Tags: 28CrS4(1)