12DN2FL
litho-welded and composite structures responsible loaded parts, which are requirements of sufficient strength and toughness, operating under the influence of static and dynamic loads at temperatures up to 400 ° C.
litho-welded and composite structures responsible loaded parts, which are requirements of sufficient strength and toughness, operating under the influence of static and dynamic loads at temperatures up to 400 ° C.
Standard | Fe, % | Si, % | Mn, % | Cu, % | Ni, % | V, % | P, % | C, % | S, % |
---|---|---|---|---|---|---|---|---|---|
Standard | Fe, % | Si, % | Mn, % | Cu, % | Ni, % | V, % | P, % | C, % | S, % |
GOST 977-88 | 94.62–96.24 | 0.2–0.4 | 0.4–0.9 | 1.2–1.5 | 1.8–2.2 | 0.08–0.15 | < 0.035 | 0.08–0.16 | < 0.035 |
Temperature, °C | $$E\cdot 10^{9}$$, $$MPa$$ | $$\alpha\cdot 10^{6}$$, $$K^{-1}$$ | $$\varkappa$$, $$\frac{W}{m\cdot K}$$ | $$\rho$$, $$\frac{kg}{m^3}$$ | $$c\cdot 10^{-3}$$, $$\frac{J}{kg\cdot K}$$ | $$R\cdot 10^{-6}$$, $$\Omega\cdot m$$ |
---|---|---|---|---|---|---|
Temperature, °C | $$E\cdot 10^{9}$$, $$MPa$$ | $$\alpha\cdot 10^{6}$$, $$K^{-1}$$ | $$\varkappa$$, $$\frac{W}{m\cdot K}$$ | $$\rho$$, $$\frac{kg}{m^3}$$ | $$c\cdot 10^{-3}$$, $$\frac{J}{kg\cdot K}$$ | $$R\cdot 10^{-6}$$, $$\Omega\cdot m$$ |
20 | 211 | 37 | 7860 | 0.21 | ||
100 | 206 | 11.5 | 38 | 0.487 | 0.268 | |
200 | 196 | 12.3 | 38 | 0.504 | 0.339 | |
300 | 189 | 12.9 | 38 | 0.517 | 0.426 | |
400 | 181 | 13.1 | 37 | 0.529 | 0.545 | |
500 | 174 | 13.7 | 34 | 0.559 | 0.641 | |
600 | 155 | 14.2 | 32 | 0.575 | 0.787 | |
700 | 135 | 14.1 | 29 | 0.617 | 0.939 | |
800 | 127 | 10.8 | 27 | 0.689 | 1.109 | |
900 | 12.6 | 27 | 0.685 | 1.158 |
Rolling | Standard | Size, mm | Tension | Classifiers | $$\sigma _{U}$$, $$MPa$$ | $$\sigma_{P}$$, $$MPa$$ | $$\epsilon_L$$, % | $$\psi$$, % | $$KCU\cdot 10^{3}$$, $$\frac{J}{m^2}$$ | Treatment |
---|---|---|---|---|---|---|---|---|---|---|
Rolling | Standard | Size, mm | Tension | Classifiers | $$\sigma _{U}$$, $$MPa$$ | $$\sigma_{P}$$, $$MPa$$ | $$\epsilon_L$$, % | $$\psi$$, % | $$KCU\cdot 10^{3}$$, $$\frac{J}{m^2}$$ | Treatment |
Castings | GOST 977-88 | < 100 | 638 | 540 | 12 | 20 | 294 | Normalization of 910-930 ° C, 530-580 ° C and Holidays | ||
Castings | GOST 977-88 | 785 | 638 | 12 | 25 | 392 | Final processing - Tempering 890-910 ° C, 560-600 ° C Vacation |
Standard | Description |
---|---|
Standard | Description |
GOST 977-88 |
Parameter | Units of measurement | Description |
---|---|---|
Parameter | Units of measurement | Description |
$$E\cdot 10^{9}$$ | $$MPa$$ | Elastic modulus |
$$\alpha\cdot 10^{6}$$ | $$K^{-1}$$ | Coefficient of thermal (linear) expansion (range 20°C–T) |
$$\varkappa$$ | $$\frac{W}{m\cdot K}$$ | Coefficient of thermal conductivity (the heat capacity of the material) |
$$\rho$$ | $$\frac{kg}{m^3}$$ | The density of the material |
$$c\cdot 10^{-3}$$ | $$\frac{J}{kg\cdot K}$$ | The specific heat of the material (range 20°C–T) |
$$R\cdot 10^{-6}$$ | $$\Omega\cdot m$$ | Electrical resistivity |
Parameter | Units of measurement | Description |
---|---|---|
Parameter | Units of measurement | Description |
$$\sigma _{U}$$ | $$MPa$$ | Ultimate tensile strength |
$$\sigma_{P}$$ | $$MPa$$ | Proportionality limit |
$$\epsilon_L$$ | % | Elongation at break (longitudinal) |
$$\psi$$ | % | Reduction in cross section on fracture |
$$KCU\cdot 10^{3}$$ | $$\frac{J}{m^2}$$ | Impact toughness |
Parameter | Units of measurement | Description |
---|---|---|
Parameter | Units of measurement | Description |
no limits | Welding is performed without heating and without subsequent heat treatment | |
Boundedly welded | Welding is possible with heating up to 100–120 °C and subsequent heat treatment | |
Difficult to weld | For obtaining quality welded joints, additional operations are required: heating up to 200–300 °C for welding, heat treatment after welding — annealing | |
Not applicable for welded structures |