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Dependence of Cold Cracks Formation from the Heat Input when Welding of High Strength Steel with Yield Strength of 500 MPa

机译:屈服强度为500 MPa的高强度钢焊接时,热输入对冷裂纹形成的影响

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The weldability of high strength steel of grade 10G2FBY with a yield strength of 500 MPa is conducted in this paper according to the criterion of cold cracks formation in the seam root of plates with a thickness of 18 and 36 mm. The study was carried out in accordance with GOST 26388-84 on samples of type IX at ambient temperatures from –20 to +20 °С at heat input energy from 5.8 to 14.3 kJ/cm. After welding, the plates were cooled in the air for 24 hours. The main criterion for assessing weldability is the presence or absence of cold cracks after welding. The welding was made with a soft wire 4Y42 with a yield strength of 420 MPa. Cold cracks in high strength steel 10G2FBU for thicknesses of 18 and 36 mm are not detected in heat input over 10.3 kJ/cm by welding at the temperature of +20 °С, at the same time when welding at an ambient temperature of -20 °С cracks are not detected when running over energy of 14.7 kJ/cm. Critical cooling rate in which no cracks appeared was 55 °С/s at the temperature of welding +20 °С, and it was 44 °С/s at a temperature of welding –20 °С for both thicknesses. The criterion HV_(max)300 HV is a necessary but insufficient condition for the prevention of cold cracking in steels of the type 10G2FBU. In the conditions of the experiment, cold cracks in the weld seam are absent at a hardness of no more than 250-260 HV, which is probably due to the presence of diffusive hydrogen, which is not regulated in the regulations for the supply of this steel grade.
机译:本文根据厚度为18和36 mm的钢板接缝根部的冷裂纹形成准则,对屈服强度为500 MPa的10G2FBY级高强度钢进行了焊接。该研究是根据GOST 26388-84对IX型样品进行的,环境温度为–20至+20°С,热输入能量为5.8至14.3 kJ / cm。焊接后,将板在空气中冷却24小时。评估可焊性的主要标准是焊接后是否存在冷裂纹。用屈服强度为420 MPa的软线4Y42进行焊接。在+20°С的温度下进行焊接时,同时在-20°C的环境温度下进行焊接时,在10.3 kJ / cm以上的热量输入中未检测到厚度为18和36 mm的高强度钢10G2FBU的冷裂纹。当能量超过14.7 kJ / cm时,未检测到С裂纹。对于两种厚度,在焊接温度为+20°С时,无裂纹出现的临界冷却速率为55°С/ s,在焊接温度为–20°С时,临界冷却速率为44°С/ s。 HV_(max)<300 HV标准对于防止10G2FBU类型钢的冷裂是必要的,但不是充分的条件。在实验条件下,焊缝中不存在冷裂纹,硬度不超过250-260 HV,这可能是由于扩散氢的存在所致,在供应氢的法规中未对此进行规定。钢级。

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