°</sup>C 時(shí),18CrNiMo鋼在升溫階段會(huì)發(fā)生顯著的奧氏體相變,且峰值溫度的升高會(huì)導(dǎo)致熱影響區(qū)材料的晶粒度明顯粗化。而在焊接冷卻階段,當(dāng) t<sub>8/5</sub><15s 時(shí),18CrNiMo鋼中的馬氏體含量增加,進(jìn)而導(dǎo)致沖擊韌度下降。基于上述分析結(jié)果,為有效避免18CrNiMo鋼結(jié)構(gòu)焊接出現(xiàn)局部脆化現(xiàn)象,需實(shí)施嚴(yán)格的焊接層間溫度控制和焊后熱處理措施。-龍?jiān)雌诳W(wǎng)" />

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焊接熱循環(huán)對18CrNiMo鋼焊接熱影響區(qū) 沖擊韌度的影響

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Abstract: During the welding process of bridge steel structures,the temperature effect generated by the welding thermal cycleisacrucial factorleading to microstructural inhomogeneityintheheat-afected zone (HAZ)of welded joints,which may subsequently induce local embritlement and stressconcentration issues in stee structures.This studyutilizes a Gleeble-540thermodynamiccouple testing machine to physically simulate the welding thermal cycle, focusing on analyzing the influence of peak temperature and cooling rate on the microstructure and impact toughness of the HAZof the base material,18CrNiMo steel,used in bridges.The research results indicate that when the peak temperature of the welding thermal cycle exceeds 950°C ,significant austenitic transformation occurs in 18CrNiMo steel during the heating stage,and an increase in peak temperature leads to significant grain coarsening in the HAZ material. During the welding cooling stage,when the t8/5 timeis less than 15s,the martensite content in 18CrNiMo steel increases,resulting ina decrease in impact toughnes.Basedon the above analysis,to effectivelyavoid local embritlement in welded steel structuresof 18CrNiMo,strict interlayer temperaturecontrol during welding and postweld heat treatment measures are necessary.

Keywords:arc welding;heat-affected zone; impact toughness;microstructure

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在橋梁工程領(lǐng)域,鋼結(jié)構(gòu)因其高強(qiáng)度、良好的韌性和施工便捷性而被廣泛應(yīng)用[1-4]。(剩余5272字)

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