钢锚板式钢-混组合索塔锚固体系单侧受荷承载力数值分析
Numerical Analysis on the Bearing Capacity of Cable-Pylon Anchorage System with Steel Anchor Slab under Unilateral Load
DOI: 10.12677/HJCE.2017.62017, PDF, HTML, XML, 下载: 1,457  浏览: 3,530  国家自然科学基金支持
作者: 谭冬莲*：上海应用技术大学轨道交通学院，上海；秦凤江：重庆大学土木工程学院，重庆
关键词: 钢锚板钢-混组合索塔锚固体系；单侧受荷；极限承载力；有限元仿真分析；破坏形态；Steel-Concrete Composite Cable-Pylon Anchorage System with Steel Anchor Slab； Unilateral Load； Bearing Capacity； The Nonlinear Finite Element Analysis； Failure Mode
摘要: 采用非线性有限元仿真分析方法，研究在单侧受荷下钢锚板式钢-混组合索塔锚固体系的极限承载力。分析结果表明，单侧索力作用时的极限承载能力状态，非加载侧下横隔板与底板之间靠近侧板处混凝土发生破坏，此时，最大主压应力出现在加载侧侧板与上横隔板交界处所对应的混凝土角点处。锚固区普通钢筋最大轴向应力出现在加载侧侧板与上横隔板交界处所对应的外侧钢筋位置。随着荷载系数的增大，混凝土裂缝从加载侧向非加载侧发展，当荷载系数达到3.04时，混凝土塔柱发生破坏。
Abstract: The ultimate bearing capacity of steel-concrete composite cable-pylon anchorage system with steel anchor slab under the unilateral cable force has been studied using nonlinear finite element analysis method. The analysis result showed that under unilateral load, the concrete between the bulkhead and floor in the non-load side has been broken. At this time the maximum principal compressive stress appeared in the concrete corner point of the junction between the load side plates and upper diaphragm. The maximum axial stress in reinforced anchorage area appeared in the junction between the load side plates and upper diaphragm. With the increase of load, the concrete cracks were developing from the load side to the non-load side. When the load factor reached 3.04, the concrete of tower has been destructed.
文章引用：谭冬莲, 秦凤江. 钢锚板式钢-混组合索塔锚固体系单侧受荷承载力数值分析[J]. 土木工程, 2017, 6(2): 156-167. https://doi.org/10.12677/HJCE.2017.62017

参考文献

[1] 高宗余. 青洲闽江大桥结合梁斜拉桥设计[J]. 桥梁建设, 2001(4): 13-17.
[2] Valente, I. and Cruz, P.J.S. (2004) Experimental Analysis of Perfobond Shear Connection Between Steel and Lightweight Concrete. Journal of Constructional Steel Research, 60, 465-479.
https://doi.org/10.1016/S0143-974X(03)00124-X
[3] Nishido, T., Fujii, K. and Ariyoshi, T. (2004) Slip Behavior of Perfobond Rib Shear Connectors and Its Treatment in FEM. Composite Construction in Steel and Concrete, 4, 380-390.
[4] Al-Darzi, S.Y.K., Rong, A. and Liu, Y.Q. (2009) Parametric Studies of Push-Out Test with Perfobond Rib Connector. China-Japan Joint Seminar on Steel and Composite Bridges, 2, 103-111.
[5] 狄谨, 周绪红, 游金兰, 等. 钢箱梁斜拉桥索塔锚固区的受力性能[J]. 中国公路学报, 2007, 20(4): 48-52.
[6] 长安大学. 福建省厦漳跨海大桥索塔锚固结构工艺性试验研究报告[R]. 西安: 长安大学, 2012.
[7] 长安大学. 斜拉桥索塔新型锚固体系研究[R]. 西安: 长安大学, 2012.
[8] 周绪红, 张茜, 狄谨, 等. 对称荷载作用钢锚板式钢－混组合索塔锚固体系传力机理[J]. 中国公路学报, 2012, 25(6): 60-67.

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