终冷温度对高强度抗震钢筋组织和性能的影响
曾泽芸, 李长荣, 黎志英, 黄胜, 黎世旺, 尤景田

Effect of Final Temperature of Cooling on Microstructure and Properties of Aseismic High-strength Steel Rebar
ZENG Zeyun, LI Changrong, LI Zhiying, HUANG Sheng, LI Shiwang, YOU Jingtian
表3 实验钢的拉伸性能
Table 3 Tensile data of the experimental steel
Final cooling temperatureReL/MPaRm/MPaRm/ReLA/%
650℃638.754671.3713
700℃605.584471.3515
750℃567.124121.3712