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EH500特厚海洋工程用鋼多相組織調控及對性能的影響

Multiphase microstructure regulation and its influence on the mechanical properties of EH500-grade ultraheavy plate steel for marine engineering

  • 摘要: 特厚鋼板心部軋制壓縮比低和中心偏析的存在,導致其心部低溫韌性差,這大大限制了高強度特厚鋼板的應用. 針對具有嚴重中心偏析的100 mm厚 EH500海洋工程用鋼,系統研究了兩步臨界熱處理對多相組織調控及性能的影響. 結果表明,實驗鋼經過740 ℃兩相區臨界退火,其屈服強度和抗拉強度分別為540 MPa和869 MPa,其延伸率和?40 ℃低溫韌性很低,分別僅為5.1%和14 J. 再經過600、660和680 ℃回火后,實驗鋼強度相差不大,屈服強度介于528~551 MPa,抗拉強度介于687 MPa~730 MPa. 而實驗鋼的延伸率和低溫韌性隨著回火溫度的升高先提高后下降,660 ℃回火時塑韌性最佳,延伸率達30.6%,?40 ℃夏比沖擊功為163 J. 顯微組織表征結果表明,實驗鋼740 ℃兩相區退火后顯微組織為臨界鐵素體和馬氏體組織,再經過600 ℃回火獲得了臨界鐵素體、回火馬氏體和細小碳化物的多相組織. 回火溫度為660 ℃時,實驗鋼為臨界鐵素體、回火馬氏體以及細小殘余奧氏體,且中心偏析區殘余奧氏體含量明顯高于非偏析區,進而顯著改善了實驗鋼的塑韌性. 而回火溫度進一步升高到680 ℃時,實驗鋼在中心偏析區獲得了臨界鐵素體、回火馬氏體/貝氏體、少量殘余奧氏體和大量馬奧島組織,馬奧島的存在使實驗鋼的塑韌性明顯惡化.

     

    Abstract: With the increasing demand for large-scale, lightweight, and highly safe ocean transportation vessels and drilling equipment, as well as the growing need for environmentally friendly steels, the demand for high-strength, high-toughness, and weldable thick steel plates for ships and ocean engineering is becoming increasingly significant. However, as the strength and thickness of steel plates increase, the low-temperature toughness of the center of high-strength and extra-thick steel plates has become a significant challenge. Owing to low rolling reduction and central segregation in ultra-heavy plate steel, the poor low-temperature toughness of the central region poses a major challenge that limits the application of high-strength ultra-heavy steels. This work systematically investigated the effects of a two-step intercritical heat treatment on regulating the multiphase microstructure and properties of 100 mm EH500 marine engineering steel with severe central segregation. The results showed that after intercritical annealing in the 740 ℃ two-phase region, the experimental steel exhibited a yield strength of 540 MPa and a tensile strength of 869 MPa. However, the elongation and low-temperature toughness at ?40 ℃ were relatively low, at only 5.1% and 14 J, respectively. Subsequent tempering at 600 ℃, 660 ℃, and 680 ℃ did not significantly alter the yield strength of the experimental steel, which remained within the range of 528 MPa to 551 MPa, while the tensile strength decreased to between 687 MPa and 730 MPa. The elongation and low-temperature toughness of the experimental steel initially increased and then decreased with the tempering temperature. At a tempering temperature of 660 ℃, the plasticity and toughness were optimized, with an elongation of 30.6% and a Charpy impact energy of 163 J at ?40 ℃. Microstructure characterization results indicated that the experimental steel annealed at 740 ℃ consisted of intercritical ferrite (IF) and martensite (M). After further tempering at 600 ℃, a multi-phase microstructure comprising IF and tempered martensite (TM) with fine carbides was obtained. At a tempering temperature of 660℃, the microstructure of the experimental steel consisted of IF, TM, and fine retained austenite (RA). The RA content in the central segregation region was significantly higher than that in the matrix, resulting in a significant improvement in the plastic toughness of the experimental steel. With the further increase in the tempering temperature to 680 ℃, the experimental steel realized an IF and TM structure, with a small proportion of RA and a significant fraction of martensite/austenite (M/A) constituents in the central segregation zone. The large fraction of M/A constituents could substantially deteriorate the plasticity and toughness of the experimental steel.

     

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