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
  • [41] INFLUENCE OF NON-UNIFORM SHRINKAGE ON THE LONG-TERM BEHAVIOUR OF STEEL-CONCRETE COMPOSITE SLABS
    Al-Deen, Safat
    STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [42] Analysis and design of long-term responses of simply-supported steel-concrete composite slabs
    Wang, Qinghe
    Yang, Jinsheng
    Zhang, Yuzhuo
    Fang, Yanfeng
    Ren, Qingxin
    JOURNAL OF BUILDING ENGINEERING, 2022, 53
  • [43] Deflection analysis of steel-concrete composite girders with different boundaries under long-term effects
    Ji W.
    Bai Q.
    Luo K.
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2023, 44 (03): : 434 - 442
  • [44] Effects of non-uniform shrinkage on the long-term behaviour of composite steel-concrete slabs
    Al-deen, Safat
    Ranzi, Gianluca
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2015, 15 (02) : 415 - 432
  • [45] Finite-element model for collapse and long-term analysis of steel-concrete composite beams
    Fragiacomo, M
    Amadio, C
    Macorini, L
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (03): : 489 - 497
  • [46] A Numerical Study on the Influence of Bolt Corrosion on the Long-Term Behavior of Steel-Concrete Composite Beams
    Niu, Yalei
    Qu, Chen
    Feng, Qingxing
    ADVANCES IN CIVIL ENGINEERING, 2024, 2024
  • [47] STIFFNESS CORRECTION METHOD FOR LONG-TERM DEFLECTION CALCULATION OF STEEL-CONCRETE COMPOSITE BEAM BRIDGE
    Zhang, Shi-Bo
    Wang, Rong-Hui
    Zhang, Jun-Ping
    ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2009, : 1272 - 1277
  • [48] Long-term push out test and finite element analysis of steel-concrete composite specimens
    Song, Rui-Nian
    Zhan, Yu-Lin
    Liu, Fang
    Zhao, Ren-Da
    Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, 2019, 19 (03): : 36 - 45
  • [49] ON THE WAY TO THE SERIES PRODUCTION OF STEEL-CONCRETE CORES FOR THE LEP DIPOLE MAGNETS
    GOURBER, JP
    BILLAN, J
    LAEGER, H
    PERROT, A
    RESEGOTTI, L
    IEEE TRANSACTIONS ON NUCLEAR SCIENCE, 1983, 30 (04) : 3614 - 3616
  • [50] Rapid Prediction of Long-term Deflections in Steel-Concrete Composite Bridges Through a Neural Network Model
    Sushil Kumar
    K. A. Patel
    Sandeep Chaudhary
    A. K. Nagpal
    International Journal of Steel Structures, 2021, 21 : 590 - 603