LONG-TERM MAGNETIC PERFORMANCE OF THE STEEL-CONCRETE DIPOLES IN LEP

被引:0
|
作者
BILLAN, J
GOURBER, JP
HENRICHSEN, KN
机构
[1] CERN, European Organization for Nuclear Research
关键词
D O I
10.1109/20.305608
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
The steel-concrete cores of the LEP bending magnets were built of regularly spaced steel laminations, the spaces being filled with cement mortar. The effects of compressive stresses were studied on models and the long term behaviour has been monitored during operation of the LEP machine over a period of four years. The requirements for stability and reproducibility of the magnetic field have increased in step with the development of the accelerator and its particle detectors. After the initial ageing in the LEP tunnel, the most important parameter was the temperature coefficient. The temperatures of a number of magnet cores are therefore continuously monitored and corrections are applied to the indicated value of particle momentum as measured by NMR and a flip coil in a reference dipole connected in series with the bending magnets. This reference magnet is in turn calibrated periodically by a direct measurement of flux variations in a loop mounted in the lower poles of all bending magnets installed in the tunnel.
引用
收藏
页码:1790 / 1791
页数:2
相关论文
共 50 条
  • [1] Long-term Performance of Steel-concrete Composite Box Girder
    Liu Xiaojie
    Jiang Yapeng
    CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 653 - 656
  • [2] Long-term Experiments of Composite Steel-Concrete Beams
    Al-Deen, S.
    Ranzi, G.
    Vrcelj, Z.
    PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14
  • [3] Experimental study on long-term performance of steel-concrete composite bridge with an assembled concrete deck
    Huang, Dunwen
    Wei, Jun
    Liu, Xiaochun
    Xiang, Ping
    Zhang, Shizhuo
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 214 : 606 - 618
  • [4] Long-term deflection prediction in steel-concrete composite beams
    Lou, Tiejiong
    Wu, Sishun
    Karavasilis, Theodore L.
    Chen, Bo
    STEEL AND COMPOSITE STRUCTURES, 2021, 39 (01): : 21 - 33
  • [5] Analysis of Long-Term Stress of Steel-Concrete Composite Beams
    Ding, Min
    Ju, Jinsan
    Jiang, Xiugen
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 2037 - 2040
  • [6] Long-term performance of steel-concrete composite wall panels under axial compression
    Wang, Youtian
    Khan, Mahbub
    Uy, Brian
    Katwal, Utsab
    Tao, Zhong
    Thai, Huu-Tai
    Ngo, Tuan
    STRUCTURES, 2024, 64
  • [7] A review on long-term behaviour of steel-concrete composite structures
    Wang, Youtian
    Khan, Mahbub
    Li, Dongxu
    Uy, Brian
    Thai, Huu-Tai
    Ngo, Tuan
    ce/papers, 2023, 6 (3-4) : 268 - 275
  • [8] Analysis of Long-term Deflection of Steel-concrete Composite Beams
    Ding Min
    Ju Jin-san
    Jiang Xiu-gen
    2010 INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATION (ICEC 2010), 2010, : 225 - 228
  • [9] Influence of post-pouring joint on long-term performance of steel-concrete composite beam
    Huang, Dunwen
    Wei, Jun
    Liu, Xiaochun
    Zhang, Shizhuo
    Chen, Tao
    STEEL AND COMPOSITE STRUCTURES, 2018, 28 (01): : 39 - 49
  • [10] Study on short and long-term rigidity of composite steel-concrete beams
    Nie, Jianguo
    Li, Yong
    Yu, Zhiwu
    Chen, Yiyan
    Qinghua Daxue Xuebao/Journal of Tsinghua University, 1998, 38 (10): : 38 - 41