A study of the Partially prestressed tendons RPC concrete pole connection design

被引：1
|
作者：
Ju, Yanzhong [1 ]
Yu, Dongxu [1 ]
Wang, Dehong [1 ]
机构：
[1] NE DianLi Univ, Sch Civil Engn, Dianli, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
RPC concrete pole; ABAQUS software; Connecting flange; Ultimate load;
D O I：
10.4028/www.scientific.net/AMM.166-169.534
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In order to study and solve the problem of connection on the part of the prestressed tendons RPC concrete pole engineering. Design connecting flange suitable for the existing part of the prestressed tendons RPC concrete pole developed by our group used the connection flange in Steel tower as the prototype. Through the ABAQUS software to establish the finite element model between the connection flange and part of the prestressed tendons RPC concrete pole, and carry out finite element analysis. Through the finite element analysis to get results whether the design of connecting flange can meet the strength requirements when the prestressed tendons RPC concrete pole is under ultimate load, so to get the practical design method of the 500kv part prestressed RPC concrete pole connecting flange.
引用
收藏
页码：534 / 537
页数：4
相关论文
共 50 条
  • [41] The inspection of prestressed concrete structures to the integrity of the tendons
    Hillemeier, Bernd
    Walther, Andrei
    BAUTECHNIK, 2011, 88 (11) : 805 - 810
  • [42] Brief Analysis on Crack of Unbonded Partially Prestressed RPC Beam
    Fu, Qiang
    Lv, Bingfeng
    Cao, Xia
    Jin, Lingzhi
    Deng, Ning
    INNOVATION IN CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, 2012, 238 : 181 - +
  • [43] Experimental Research on Flexural Behavior of RPC Beams Prestressed with External CFRP Tendons
    体外配置CFRP预应力筋RPC梁抗弯性能试验研究
    Fang, Zhi (fangzhi@hnu.edu.cn), 2021, Hunan University (48): : 103 - 112
  • [44] Response of Concrete Beams Partially Prestressed with External Unbonded Carbon Fiber-Reinforced Polymer Tendons
    Du, Jinsheng
    Yang, Dong
    Ng, P. L.
    Au, Francis T. K.
    ADVANCES IN COMPOSITES, PTS 1 AND 2, 2011, 150-151 : 344 - +
  • [45] DUCTILITY OF PRESTRESSED AND PARTIALLY PRESTRESSED CONCRETE BEAM SECTIONS
    THOMPSON, KJ
    PARK, R
    JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1980, 25 (02): : 46 - 69
  • [46] UNIFIED DESIGN RECOMMENDATIONS FOR REINFORCED, PRESTRESSED, AND PARTIALLY PRESTRESSED CONCRETE BENDING AND COMPRESSION MEMBERS - DISCUSSION
    CHRISTIANSEN, J
    DEVALAPURA, RK
    TADROS, MK
    DOLAN, CW
    ACI STRUCTURAL JOURNAL, 1992, 89 (05) : 594 - 601
  • [47] Experimental Study on the Stress Increment of Prestressed Tendons of Retard-Bonded Prestressed Concrete Continuous Beams
    Fu, Qiang
    Cao, Xia
    Jin, Lingzhi
    Zhu, Wanxu
    Yang, Huixian
    Shu, Zhubai
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 1431 - +
  • [48] ANALYSIS AND DESIGN OF PARTIALLY PRESTRESSED CONCRETE BRIDGES UNDER THERMAL LOADING
    COOKE, N
    PRIESTLEY, MJN
    THURSTON, SJ
    JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1984, 29 (03): : 94 - 115
  • [49] A DESIGN PROCEDURE FOR PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON STRENGTH AND SERVICEABILITY
    INOMATA, S
    JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1982, 27 (05): : 100 - 116
  • [50] A DESIGN FOR PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON STRENGTH AND SERVICEABILITY - DISCUSSION
    BANNOUT, IA
    INOMATA, S
    TADROS, MK
    JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1983, 28 (04): : 162 - 166
12345