CHEN Jun, TANG Shuai, LIU Zhenyu, WANG Guodong. Effects of UFC Final Cooling Temperature on Microstructure and Mechanical Properties of Bridge Steels[J]. Journal of Northeastern University, 2013, 34(4): 524-527.
[1] Shim C S,Whang J W,Chung C H,et al.Design of double composite using high strength steel[J].Procedia Engineering,2011,14:1825/1829. [2] Felkel J P,Rizos D C,Ziehl P H.Structure performance and design evolution of HPS 70W bridge girders[J].Journal of Constructional Steel Research,2007,63(7):909/921. [3] Kitada T.Considerations on recent trends in,and future prospects of, steel bridge construction in Japan[J].Journal of Construction Steel Research,2006,62(11):1192/1198. [4] Choo T W,Linzell D G,Lee J I,et al.Response of a continuous,skewed,steel bridge during deck placement[J].Journal of Construction Steel Research,2005,61(5):567/686. [5] Erhan S,Dicleli M.Live load distribution equations for integral bridge substructures[J].Engineering Structures,2009,31(5):1250/1264. [6] 王磊,高彩茹,王彦锋,等.我国桥梁钢的发展历程及展望[J].机械工程材料,2008,32(5):1/3.(Wang Lei,Gao Cairu,Wang Yanfeng,et al.Development of bridge steels in China[J].Materials for Mechanical Engineering,2008,32(5):1/3. [7] Shen Y,Hansen S S.Development of a 100ksi (690MPa) yield strength,weathering steel for bridge application[C]//High Performance Steels for Structural Application.Columbus:TMS,1995:127/134. [8] Guo J,Shang C J,Yang S W,et al.Weather resistance of low carbon high performance bridge steel[J].Materials and Design,2009,30(1):129/134. [9] Prasad S N,Mediratta S R,Sarma D S.Influence of authentication temperature on the structure and properties of weather resistant steels[J].Materials Science and Engineering:A,2003,358(1/2):288/297. [10] Prasad S N,Sarma D S.Influence of thermomechanical treatment on microstructure and mechanical properties of a microalloyed (Nb+V) weatherresistant steel[J].Materials Science and Engineering:A,2005,399(1/2):161/172.