Staggered-Supported Steel Anchor Box System for Cable-Stayed Bridges

被引：10

作者：

Liang, Huanwei ^{[1
]}

Li, Bing ^{[2
]}

Liu, Zhiwen ^{[1
]}

Tan, Ke ^{[2
]}

Zhang, Yuzhi ^{[1
]}

Zhang, Yongming ^{[2
]}

Deng, Kailai ^{[1
]}

机构：

[1] Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu 610031, Peoples R China

[2] Foshan Jianying Dev, Foshan 528000, Guangdong, Peoples R China

来源：

JOURNAL OF BRIDGE ENGINEERING | 2022年 / 27卷 / 07期

基金：

中国国家自然科学基金;

关键词：

Cable-stayed bridge; Staggered-supported steel anchor box; Experimental study; Cracking prevention; Parametric analysis; Application scope; DESIGN;

D O I：

10.1061/(ASCE)BE.1943-5592.0001893

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a novel anchorage structure for stay cables to reduce the load on the concrete pylon. Called the staggered-supported steel anchor box (SS-SAB), this anchorage structure provides self-balancing of the horizontal component of the cable tension force during cable tensioning; the vertical load is transferred to the concrete pylon through a staggered support. The SS-SAB can tolerate the forces within the spatial cable plane and reduce the cracking risks of the concrete pylon. To investigate the behavior of the SS-SAB, a half-scale specimen was designed and tested. Data on the deformation, crack patterns, local strains, and slippages were obtained that demonstrate that the SS-SAB can delay crack occurrences in the concrete pylon. In a supplementary analysis, a finite-element analysis performed using the ABAQUS software suite delivered good accuracy. From the test and numerical analysis, the influence of the cable angle on load sharing within the concrete pylon was investigated. The effective scope of applications of the SS-SAB is provided.

引用

页数：12

共 50 条

[21] Progressive Collapse Analysis of Cable-Stayed Bridges
Naji, Arash
Ghiasi, Mohammad Reza
JOURNAL OF FAILURE ANALYSIS AND PREVENTION, 2019, 19 (03) : 698 - 708
[22] Cable-stayed bridges chatter performance analysis
Guo Qinghua
Proceedings of the 2016 International Conference on Engineering and Technology Innovations, 2016, 43 : 302 - 306
[23] Study on vulnerability assessment of cable-stayed bridges
Chang, C. C.
Yan, D.
SMART STRUCTURES AND MATERIALS 2006: SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL , AND AEROSPACE SYSTEMS, PTS 1 AND 2, 2006, 6174
[24] Seismic Response Analysis of Cable-Stayed Bridges
Qiu, Wenliang
Jiang, Meng
Zhang, Xingbo
TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 2290 - +
[25] Progressive Collapse Analysis of Cable-Stayed Bridges
Arash Naji
Mohammad Reza Ghiasi
Journal of Failure Analysis and Prevention, 2019, 19 : 698 - 708
[26] Conceptual Seismic Design of Cable-Stayed Bridges
Calvi, G. M.
Sullivan, T. J.
Villani, A.
JOURNAL OF EARTHQUAKE ENGINEERING, 2010, 14 (08) : 1139 - 1171
[27] Effectiveness of seismic isolation for cable-stayed bridges
Soneji, BB
Jangid, RS
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2006, 6 (01) : 77 - 96
[28] Structural Analysis of Composite Cable-Stayed Bridges
Oliveira Pedro, Jose J.
Reis, Antonio J.
STRUCTURAL ENGINEERING INTERNATIONAL, 2010, 20 (02) : 138 - 144
[29] DYNAMIC ANALYSIS OF PROTOTYPE CABLE-STAYED BRIDGES
Liu, M. Y.
Lin, L. C.
Wang, P. H.
ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, VOLS I AND II, 2009, : 845 - 850
[30] Hybrid seismic protection of cable-stayed bridges
Jung, HJ
Park, KS
Spencer, BF
Lee, IW
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2004, 33 (07) : 795 - 820

← 1 2 3 4 5 →