High strength galvanized wire for bridge cables

被引:8
|
作者
Tarui, T
Konno, S
Takahashi, T
机构
[1] Nippon Steel Corp Ltd, Steel Res Labs, Futtsu 2938511, Japan
[2] Natl Inst Mat Sci, Steel Res Ctr, Tsukuba, Ibaraki 3050047, Japan
来源
THERMEC'2003, PTS 1-5 | 2003年 / 426-4卷
关键词
pearlitic steel wire; strengthening; mechanical property; galvanized wire; bridge cable; delamination;
D O I
10.4028/www.scientific.net/MSF.426-432.829
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To accomplish the strengthening of galvanized steel wires, it is important to prevent the occurrence of delamination in torsion and to suppress the loss of strength during hot-dip galvanization. The enhancement of the patented wire strength by solid solution hardening and refinement of the pearlite lamellar spacing is more effective than increasing the total amount of drawing reduction to depress delamination. The decrease of strength during the galvanization process is mainly caused by the spheroidization of severely deformed cementite, resulting in the collapse of the lamellar structure. An increase in the Si content or the addition of Cr reduces the loss in strength. It is considered that Si and Cr decrease the rate of cementite spheroidization. Si and Cr additions are also advantageous for strengthening of the patented wire, resulting in the prevention of delamination. Based on these findings, 1770 and 1960 MPa wires have been successfully developed, and found to show mechanical properties equal to or better than those of conventional wires. The new wires have been used in the main cables and catwalk ropes of Akashi Kaikyo Bridge and Kurushima Bridge.
引用
收藏
页码:829 / 834
页数:6
相关论文
共 50 条
  • [21] Cross-flow aerodynamics of bridge cables with wire meshes
    Matejicka, Lubomir
    Koss, Holger H.
    Georgakis, Christos T.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2022, 223
  • [22] HIGH STRENGTH AND HIGH FATIGUE LIMIT ZINC GALVANIZED STEEL CORE WIRE FOR ALUMINUM CONDUCTOR STEEL REINFORCED (ACSR).
    Sudo, Chuzo
    Aihara, Kenji
    Tsukamoto, Takashi
    Nishimura, Shoji
    Sumitomo Metals, 1983, 35 (04): : 63 - 72
  • [23] Parallel Wire Cables for the Faro-Falster Bridge, Denmark.
    Mueller, Hans Rudolf
    Schweizer Ingenieur und Architekt, 1985, 103 (43): : 1053 - 1057
  • [24] Probabilistic Strength Estimates and Reliability of Damaged Parallel Wire Cables
    Camo, Sante
    JOURNAL OF BRIDGE ENGINEERING, 2003, 8 (05) : 297 - 311
  • [25] Signal Identification of Wire Breaking in Bridge Cables Based on Machine Learning
    Li, Guangming
    Ding, Heming
    Li, Yaohan
    Li, Chun-Yin
    Lee, Chi-Chung
    MATHEMATICS, 2022, 10 (19)
  • [26] Corrosion fatigue performance of pre-split steel wires for high strength bridge cables
    Jiang, J. H.
    Ma, A. B.
    Weng, W. F.
    Fu, G. H.
    Zhang, Y. F.
    Liu, G. G.
    Lu, F. M.
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2009, 32 (09) : 769 - 779
  • [27] Probabilistic deterioration model of high-strength steel wires and its application to bridge cables
    Li, Shunlong
    Xu, Yang
    Zhu, Songye
    Guan, Xinchun
    Bao, Yuequan
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2015, 11 (09) : 1240 - 1249
  • [28] HIGH STRENGTH BOLTED GALVANIZED JOINTS.
    Kennedy, D.J.Laurie
    1972, 98 (ST12): : 2723 - 2738
  • [29] Using galvanized wire
    不详
    MATERIALS PERFORMANCE, 2012, 51 (05) : 40 - 41
  • [30] Nondestructive Structure Analysis of High-strength Steel Wire for Suspension Bridge Engineering
    Yang Fan
    Fan Yingying
    ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4, 2012, 174-177 : 1415 - +