There are two types of steel material coefficient related to temperature: one is steel material coefficient related to mechanical properties of steel materials; The other is the material coefficient of steel related to heat conduction. The former are E, G, v, a; Among the latter are C(specific heat capacity), ρ (density), k(heat conduction coefficient) and so on. These coefficients are not actually constant, but vary with temperature. However, when the temperature is not high, the average value is usually treated as a constant, but in the case of high temperature and large change, it must consider its change with the temperature.
Relationship between elastic coefficient and temperature of iron and steel materials
The elastic coefficient E and shear modulus G decrease with increasing temperature, and Poisson's ratio v changes little with temperature. E, G and temperature are measured by static method and dynamic method, the former is tested by loading in a high temperature furnace, the latter is measured by vibration method or ultrasonic pulse method. The vibration method is to make the specimen do elastic vibration in the high temperature furnace, and determine the elastic constant by measuring the frequency. The ultrasonic rule is to give the specimen ultrasonic waves, and measure E, G, v by measuring the propagation speed of the waves.
The relationship between heat coefficient and temperature
The thermal coefficient of metal materials is generally linear with the temperature, the linear expansion coefficient a generally increases with the increase of temperature, the thermal conductivity k decreases with the increase of temperature, and the specific heat capacity increases with the increase of temperature. Through the linear slope or curve of the relationship between the heat coefficient and temperature measured by the test, the change of the heat coefficient of the specific material with the temperature can be known.
Thermal fatigue of steel materials
When the ductile steel material increases with the temperature, even if the stress exceeds the yield point, it will not be immediately damaged, but even if the stress level is low, if there is a large temperature change repeatedly, it will eventually crack due to fatigue and lead to damage. This phenomenon is called thermal fatigue.
Assume that at the beginning of the test, the rod is fixed at the highest temperature and then cooled to produce tensile stress, with OAF being a stress variation line. Then, if the heat is reheated, the stress-strain line begins to move down parallel to OA, yielding at a stress lower than the cooling cycle tension, and finally reaching point E. If it is kept at the highest temperature for a period of time, the compressive stress decreases to the E' point due to stress relaxation. If it begins to cool again, it rises along E 'f ', reaching F' point at the lowest temperature. Since no pressure relaxation occurs at the lowest temperature. If the heating starts again, the line falls along F'E" to E" at the highest temperature. Here, due to stress relaxation, the stress decreases and moves to E"'. If cooling starts again, F" is reached at the lowest temperature along the curve E"'F".
If this cooling-heating cycle is repeated, the stress-strain diagram depicts a hysteresis curve each time, and the associated retroplastic strain is the cause of thermal fatigue. The maximum and minimum temperature, the average temperature, the holding time of the maximum temperature, the repetition rate, the elastoplastic property of the material are all factors that affect the thermal fatigue.
The strength of thermal fatigue refers to the relationship between the plastic strain εP of a cycle and the number of repetitions N to reach failure.
The above mentioned is only the unidirectional thermal stress fatigue of the material, and the thermal fatigue of the actual structure is multi-directional and is a special research field.
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