孟刚,贾金青,王吉忠.预应力超高强混凝土简支梁抗弯性能分析[J].哈尔滨工程大学学报,2013,34(5):575-580.Meng Gang,Jia Jinqing,Wang Jizhong.Study on flexural behavior of prestressed ultra-high strength concrete beams[J].Journal of Harbin Engineering University,2013,34(5):575-580.
[2]
于秋波.HRB500级钢筋部分预应力混凝土梁受力性能试验研究[D].郑州:郑州大学,2008.Yu Qiubo.Study on stress behavior of partially prestressed conerete beams with HRB500steel bars[D].Zhengzhou:Zhengzhou University,2008.
[3]
承钢成功轧制HRB600高强抗震钢筋[N].钢铁,2012,47(2):33.Successfully rolled high-strength and seismic reinforcement of HRB600by Chengde Steel[N].Iron&Steel,2012,47(2):33.
[4]
Carpinteri,Andrea,Spagnoli,Andrea,Vantadori,Sabrina.Mechanical damage of ordinary or prestressed reinforced concrete beams under cyclic bending[J].Engineering Fracture Mechanics,2005,72(9):1313-1328.
[5]
杜毛毛,苏小卒.配置500 MPa钢筋后张有黏结预应力混凝土梁不同位置处裂缝宽度研究[J].建筑结构学报,2012,33(9):141-147.Du Maomao,Su Xiaozu.Research on crack width at different locations of post-tensioned bonded prestressed concrete beams with 500MPa steel bars[J].Journal of Building Structures,2012,33(9):141-147.
[6]
周建民,张帆,王晓峰,等.配500 MPa钢筋预应力混凝土梁受弯性能试验和分析[J].力学季刊,2012,32(6):239-248Zhou Jianmin,Zhang Fan,Wang Xiaofeng,et al.Experiments and analysis of flexural performance of prestressed concrete beam with 500 MPa steel bars[J].Chinese Quarterly of Mechanics,2012,32(6):239-248.
[7]
Padmarajaiah S K,Ramaswamy A.Crack width prediction for high strength concrete fully and partially prestressed beam specimens containing steel fibers[J].ACI Structural Journal,2001,98(6):852-861.
[8]
高迪,林常青.中美建筑用钢筋标准及应用对比分析[J].四川理工学院学报(自然科学版),2013,26(4):66-70.Gao Di,Lin Changqing.Comparative analysis on construction rebar standards and application between China and U.S.[J].Journal of Sichuan University of Science&Engineering(Natural Science Edition),2013,26(4):66-70.
[9]
GB/T 50081-2002普通混凝土力学性能试验方法标准[S].北京:中国建筑工业出版社,2003.GB/T 50081-2002Standard for Test Method of Mechanical Properties on Ordinary Concrete[S].Beijing:China Architecture&Building Press,2003.
GB 50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2010.GB 50010-2010Code for Design of Concrete Structures[S].Beijing:China Architecture&Building Press,2010.
[12]
Karayannis,Chris G,Chalioris,Constantin E.Design of partially prestressed concrete beams based on the cracking control provisions[J].Engineering Structures,2013,48:402-416.
GB 50009-2012建筑结构荷载规范[S].北京:中国建筑工业出版社,2012.GB 50009-2012Load Code for the Design of Building Structure[S].Beijing:China Architecture&Building Press,2012.
