公伟等：HTRB6O0级高强钢筋高温下的力学性能 ·1435· temperature.Fire Safety J,2009.44(6):909 400 MPa and 500 MPa Steel Bars under High Temperature Dis- [11]Nikolaou J,Papadimitriou G D.Microstructures and mechanical sertation].Qingdao:Qingdao Technological University,2008 properties after heating of reinforcing 500 MPa class weldable (赵海花.4O0MPa和500MPa级钢筋高温下力学性能的试验 steels produced by various processes (Tempcore,microalloyed 研究[学位论文].青岛：青岛理工大学，2008) with vanadium and work-hardened )Construct Build Mater, [16]Li M,Zhu Y J,Wang Z L.The mechanical behaviors of pres- 2004,18(4):243 tressed and non-stressed steel rebars under high temperature.J [12]Niu X Y,Wang Q F,Yang Y X,et al.Experimental study on Chongqing Jianzhu Univ,1998,20(4):73 bond-anchorage properties of fine grain steel bars in common con- (李明，朱永江，王正霖.高温下预应力筋与非预应力筋的 crete after high temperature.Build Struc,2012,42(3):116 力学性能.重庆建筑大学学报，1998,20(4)：73) (牛向阳，王全凤，杨勇新，等.高温后普通混凝土与细品粒 [17]Ly T G,Shi X D,Guo Z H.Experimental research on strength 钢筋粘结性能试验研究.建筑结构，2012,42(3)：116) and deformation of I~V grade steel bars under high temperature. [13]Xiao JZ,Hou YZ,Huang Z F.Beam test on bond behavior be- J Fuzhou Unin Nat Sci,1996,24(Suppl):11 tween high-grade rebar and high-strength concrete after elevated (吕形光，时旭东，过镇海.高温下I~V级钢筋的强度和变 temperatures.Fire Safety ,2014,69:23 形试验研究.福州大学学报（自然科学版），1996,24（增 [14]Wang Q F,Qiu Y,Xu YY,et al.Experimental research on 刊)：11) mechanical properties of HRBF500 concrete beam after fire. [18]Zhang H Y.Research on Fire-Resistance Properties of Prestressed Build Strue,2012,33(2):50 Steel Wire Dissertation].Harbin:Harbin Institute of Technolo- (王全凤，邱毅，徐玉野，等.HRBF50O级钢筋混凝土梁受 ,2005 火后力学性能试验研究.建筑结构学报，2012,33(2)：50) (张吴宇.预应力钢丝抗火性能研究[学位论文].哈尔滨： [15]Zhao HH.Experimental Inestigation of Material Properties of 哈尔滨工业大学，2005)公 伟等: HTRB600 级高强钢筋高温下的力学性能 temperature. Fire Safety J, 2009, 44(6): 909 [11] Nikolaou J, Papadimitriou G D. Microstructures and mechanical properties after heating of reinforcing 500 MPa class weldable steels produced by various processes ( Tempcore, microalloyed with vanadium and work鄄hardened ). Construct Build Mater, 2004, 18(4): 243 [12] Niu X Y, Wang Q F, Yang Y X, et al. Experimental study on bond鄄anchorage properties of fine grain steel bars in common con鄄 crete after high temperature. Build Struc, 2012, 42(3): 116 (牛向阳, 王全凤, 杨勇新, 等. 高温后普通混凝土与细晶粒 钢筋粘结性能试验研究. 建筑结构, 2012, 42(3): 116) [13] Xiao J Z, Hou Y Z, Huang Z F. Beam test on bond behavior be鄄 tween high鄄grade rebar and high鄄strength concrete after elevated temperatures. Fire Safety J, 2014, 69: 23 [14] Wang Q F, Qiu Y, Xu Y Y, et al. Experimental research on mechanical properties of HRBF500 concrete beam after fire. J Build Struc, 2012, 33(2): 50 (王全凤, 邱毅, 徐玉野, 等. HRBF500 级钢筋混凝土梁受 火后力学性能试验研究. 建筑结构学报, 2012, 33(2): 50) [15] Zhao H H. Experimental Investigation of Material Properties of 400 MPa and 500 MPa Steel Bars under High Temperature [Dis鄄 sertation]. Qingdao: Qingdao Technological University, 2008 (赵海花. 400 MPa 和500 MPa 级钢筋高温下力学性能的试验 研究[学位论文]. 青岛: 青岛理工大学, 2008) [16] Li M, Zhu Y J, Wang Z L. The mechanical behaviors of pres鄄 tressed and non鄄stressed steel rebars under high temperature. J Chongqing Jianzhu Univ, 1998, 20(4): 73 (李明, 朱永江, 王正霖. 高温下预应力筋与非预应力筋的 力学性能. 重庆建筑大学学报, 1998, 20(4): 73) [17] Lv T G, Shi X D, Guo Z H. Experimental research on strength and deformation of I ~ V grade steel bars under high temperature. J Fuzhou Univ Nat Sci, 1996, 24(Suppl): 11 (吕彤光, 时旭东, 过镇海. 高温下 I ~ V 级钢筋的强度和变 形试验研究. 福州大学学报( 自然科学版), 1996, 24 ( 增 刊):11) [18] Zhang H Y. Research on Fire鄄Resistance Properties of Prestressed Steel Wire [Dissertation]. Harbin: Harbin Institute of Technolo鄄 gy, 2005 (张昊宇. 预应力钢丝抗火性能研究[学位论文]. 哈尔滨: 哈尔滨工业大学, 2005) ·1435·