Experimental Study on Mechanical Properties of Q345 Steel after High Temperature Cooling

Because of its advantages of light weight, high strength and convenient construction, steel structure has gradually become the first choice for large-span and high-rise structures. The use of high strength steel in building engineering can reduce the section size of components and the weight of the structure, thus increasing the building area. But steel is not fire-resistant, when the temperature reaches 600˚C, steel loses most of the stiffness and strength. Therefore, it is of great significance to study the fire resistance of steel structures, and the mechanical properties of steel structures at high temperature are the foundation of the fire resistance research. The mechanical properties of steel after high temperature are the basis for the safety assessment of steel structure after fire. Therefore, this paper studies the mechanical properties of Q345 steel after high temperature cooling.

tablished its mechanical model with temperature change, and used this model to analyze and study the reaction of steel frame model in fire [2]. He believed that the determination of mechanical properties of steel at high temperature is an important part of the analysis of fire resistance of steel structure, so a series of high temperature material properties tests of steel were carried out. Based on the analysis of the test results, a convenient high temperature material property model of steel tri-fold line was put forward to carry out the structural fire reaction more accurately Should analysis laid the foundation [3]. He conducted material performance tests on Q345 steel commonly used in construction steel structures in China at high temperature. According to the test results, the high-temperature steel model that can be used for theoretical analysis was obtained and compared with the high-temperature steel model recommended by other countries [4]. They are introduced the properties of Q235 steel under different stress path-temperature test, in order to study the effect of stress and temperature history on the steel strain. Through regression analysis of experimental data, obtained the different path of Q235 steel under stress and temperature stress, the constitutive relations between and among temperature, strain and Q235 steel were studied through the dead load and raising temperature and natural cooling to room temperature of material mechanical properties, and are compared with those of the previous research results [5]. In China, the mechanical properties of steel reinforcement used in construction have been studied at high temperature. Tongji University has also conducted material properties test at high temperature for Q235 steel, and they all proposed their own mechanical properties models at high temperature [6].
Although the above scholars have done a lot of research on the mechanical properties of steel at high temperature, the strength grade, chemical composition and cooling mode of steel all have obvious differences in the mechanical properties after high temperature. Therefore, the tensile test of Q345 steel naturally cooled at room temperature (20˚C, 250˚C, 500˚C and 750˚C) was conducted in this paper to study the variation rule of mechanical properties parameters of Q345 steel naturally cooled at high temperature, so as to provide a basis for the evaluation and reinforcement of Q345 steel building naturally cooled after fire. Figure 1 shows the shape and size of the Specimens. Figure 2 shows the test equipment. This test was completed in Sichuan Province by engineering material and structure impact. WAW-300B electro-hydraulic servo universal testing machine was selected for the test, as shown in Figure 2.

Test Equipment
The equipment was mainly composed of host system, control system and data output system, and the maximum dynamic load was ±300 kN. The high temper-

Test Procedure
The test is a unidirectional tensile test of Q345B steel plate at different temperatures. The test temperature includes room temperature, 250˚C, 500˚C and 750˚C. In the process of high temperature treatment, the heating rate is 9˚C -11˚C/min. When the test piece reaches the specified temperature, the constant temperature is 5 h to ensure that the test piece is uniformly heated. After heating, open the furnace door and let it stand for 24 hours, making it naturally cool to room temperature. The main data obtained from the test include: stress-strain diagram, yield strength, ultimate strength, elastic modulus, elongation.

Apparent Characteristics
By observing the fracture of the test specimen, it can be found that: after the same test temperature, the fracture of the specimen shows basically the same surface characteristics.
1) The temperature is less than or equal to 250˚C, and the fracture color has no obvious change compared with normal temperature. The specimen has obvious necking phenomenon when approaching failure.  2) The temperature is between 250˚C and 300˚C, the fracture is golden yellow, and the cooling color does not change significantly with the temperature. The specimen has obvious necking phenomenon when approaching failure.
3) When the temperature is 500˚C, the fracture color is light black, and gradually becomes dim with the temperature cooling. The specimen has obvious necking phenomenon when approaching failure. 4) When the temperature is 750˚C, the fracture is black, and the black gradually deepens as the temperature rises. The specimen shows plastic flow and high elongation at failure. Figure 3 shows the stress-strain curve obtained by the tensile test at room temperature. It has an obvious yield platform with a yield strength of 276.5 Mpa and ultimate strength of 374.5 Mpa. Then the tensile test of Q345 steel cooled at 250˚C, 500˚C and 750˚C was carried out, and the stress-strain curve of the steel was obtained as shown in Figure 4. Table 1 lists the yield strength, tensile strength, flexural ratio and elongation of steel at high temperature. As can be seen from Table 1, with the increase of steel's heating temperature, the yield strength, flexural ratio and elongation of steel after high temperature generally increase gradually, while the tensile strength decreases gradually.    Figure 3 shows the stress-strain curve obtained by the tensile test at room temperature. It has an obvious yield platform with a yield strength of 276.5 Mpa and ultimate strength of 374.5 Mpa. Figure 4 shows the stress-strain curve after tensile test. Under the conditions of 250˚C, 500˚C and 750˚C, tensile tests were conducted respectively to obtain the stress-strain curve of steel. It can be seen from Figure 4 that after high temperature, when the stress is small, there is still a period of approximate elasticity, but the yield platform of steel has completely disappeared and there is no obvious yield limit. The yield strength and ultimate strength of Q345 steel at different temperature can be obtained according to the stress-strain relation curve obtained from the test. There is no obvious yield platform for steel at high temperature. Therefore, there is no clear yield strength.

Mechanical Properties
Generally, the yield strength of steel at high temperature is determined according to the residual strain or the stress corresponding to a certain mechanical strain. Figure 5 shows the curve of material yield strength changing with temperature. It can be seen from the figure that when the temperature is less than or equal to 500˚C, high-temperature cooling has little impact on the yield strength of Q345 steel. Compared with the yield strength at room temperature, the yield strength after cooling at 250˚C exceeds 2.84%, and at 500˚C, the yield strength exceeds 4.96% and reaches the peak. When the temperature is greater than 500˚C, the yield strength decreases sharply and reaches the minimum value at 750˚C, which is only 83.59% of the yield strength of normal temperature steel. Figure 6 reflects the influence of high-temperature cooling on the tensile strength of Q345 steel is similar to the yield strength. The tensile strength gradually decreases with the increase of temperature. When the temperature is less than or equal to 500˚C, the influence of high-temperature cooling on the tensile strength of Q345 steel is not significant, but the strength drops sharply when the temperature is greater than 500˚C. At 250˚C, the tensile strength decreased by 1%, at 500˚C by 2.07%, and at 750˚C, the tensile strength decreased by more than 20%.   Figure 9 shows that after high temperature cooling, the flexion ratio of Q345 steel first increases and then decreases. At 250˚C, the flexion ratio of Q345 steel increases by 2.82%, by 7.04% at 500˚C, and by 4.23% at 750˚C, compared with the normal temperature.

Conclusion
Through the experimental study on the strength and elastic modulus of Q345