土木建筑工程

典型接触条件下双层螺旋曲杆束的弯曲特性

  • 王荣辉 ,
  • 刘锡月 ,
  • 赵勇霖 ,
  • 甄晓霞 ,
  • 张卓杰
展开
  • 1.华南理工大学 土木与交通学院,广东 广州 510640
    2.道路与铁道工程安全保障教育部重点实验室 石家庄铁道大学,河北 石家庄 050043
    3.河北省风工程和风能利用工程技术创新中心,河北 石家庄 050043
王荣辉(1959—),男,博士,教授,主要从事桥梁结构理论与应用研究。E-mail: rhwang@scut.edu.cn
甄晓霞(1976—),女,博士,副教授,主要从事大跨度桥梁结构动力特性及病害诊断研究。E-mail: xxzhen@scut.edu.cn

收稿日期: 2024-02-05

  网络出版日期: 2024-07-21

基金资助

国家自然科学基金项目(52178138);广东省自然科学基金项目(2024A1515012262)

Bending Characteristics of 2-Layer Spiral Strand Under Typical Contact Conditions

  • WANG Ronghui ,
  • LIU Xiyue ,
  • ZHAO Yonglin ,
  • ZHEN Xiaoxia ,
  • ZHANG Zhuojie
Expand
  • 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China
    2.Ministry of Education Key Laboratory of Roads and Railway Engineering Safety Control,Shijiazhuang Tiedao University,Shijiazhuang 050043,Hebei,China
    3.Innovation Center for Wind Engineering and Wind Energy Technology of Hebei Province,Shijiazhuang 050043,Hebei,China

Received date: 2024-02-05

  Online published: 2024-07-21

Supported by

the National Natural Science Foundation of China(52178138);the Natural Science Foundation of Guangdong Province(2024A1515012262)

摘要

为研究双层螺旋曲杆束在拉-弯耦合作用下的力学行为及其内部钢丝协同工作机理,考虑丝间摩擦滑移,建立了层间接触、同步接触两类典型条件下的侧丝微段静力平衡关系并进行了解析推导,同步提出一种改进的半精细化有限元模型进行数值模拟和结果对比。由弯曲变形时侧丝所受剪切力的分布规律获得了两类接触条件下的丝间相对滑移方向,并在此基础上根据平衡方程推导得到侧丝滑移后的轴力限值;通过对各丝贡献的弯矩求和得到在拉-弯耦合作用下曲杆束各截面的弯矩-局部曲率关系式,并提出一种简化的弯矩-曲率均值关系式描述其整体弯曲行为。结果表明:由于侧丝沿曲杆束整体轴向周期旋转,相邻丝之间接触面有滑移驻点,且驻点两侧相对滑移方向相反;侧丝-侧丝、侧丝-芯丝接触面的滑移驻点、初始滑移位置不同;忽略内部滑移扩展过程,两类接触条件下双层螺旋曲杆束具有相同的弯矩-曲率均值关系式,函数图像呈双折线;半精细化有限元模型滑移前后的弯曲变形结果与解析值的相对误差小于4%,且提取的丝间相对滑移结果规律与分析结论相符。

本文引用格式

王荣辉 , 刘锡月 , 赵勇霖 , 甄晓霞 , 张卓杰 . 典型接触条件下双层螺旋曲杆束的弯曲特性[J]. 华南理工大学学报(自然科学版), 2025 , 53(6) : 12 -24 . DOI: 10.12141/j.issn.1000-565X.240061

Abstract

To study the mechanical behavior of 2-layer spiral strand under tension-bending coupling effect and the cooperative working mechanism of internal wires, inter-wire friction and slip were taken into consideration. Static equilibrium relationships for micro-segments of layer-wire were established and analytically derived under two typical contact conditions: inter-layer contact and coupled contact. At the same time, an improved semi-refined finite element model was proposed for numerical simulation and result comparison. Relative slip direction between wires on two contact conditions were obtained from the distribution of shear force on layer-wire, based on which the axial force limit of layer-wire after sliding was derived according to the equilibrium equation. The bending moment-local curvature relation of spiral strand was obtained by summing the bending moments contributed by each wire under tension-bending coupling effect, and a simplified bending moment-mean curvature relation was proposed to describe bending behavior of the spiral strand. The result shows that there are slip stagnation points on contact surface of adjacent wires because layer-wire rotates along the axis of spiral strand periodically, and relative slip direction on both sides of the stagnation point is opposite. The slip stagnation point and initial slip position on contact surface of layer-wire to layer-wire and layer-wire to core-wire are different. When neglecting the progression of internal slip, 2-layer spiral strand exhibits the same bending moment-mean curvature relationship under both contact conditions, and the function graph presents a bilinear form. The relative error of the bending deformation results before and after slipping between semi-refined FE model and analytical values is less than 4%, and the extracted relative slip results are in agreement with the analysis conclusions.

参考文献

1 苏成,徐郁峰,韩大建 .频率法测量索力中的参数分析与索抗弯刚度的识别[J].公路交通科技200522(5):75-78.
  SU Cheng, XU Yu-feng, HAN Da-jian .Parameter analysis and identification of bending stiffness of cables during tension measurements by frequency method[J].Journal of Highway and Transportation Research and Development200522(5):75-78.
2 MCCONNELL K G, ZEMKE W P .The measurement of flexural stiffness of multistranded electrical conductors while under tension[J].Experimental Mechanics198020(6):198-204.
3 余玉洁 .基于拉索半精细化有限元模型的拉索弯曲及断丝研究[D].天津:天津大学,2016.
4 COSTELLO G A .Theory of wire rope[M].New York:Springer Science & Business Media,1997.
5 RAOOF M, HOBBS R E .Analysis of multilayered structural strands[J].Journal of Engineering Mecha-nics1988114(7):1166-1182.
6 JOLICOEUR C, CARDOU A .Semicontinuous ma-thematical model for bending of multilayered wire strands [J].Journal of Engineering Mechanics1996122(7):643-650.
7 PAPAILIOU K O .Bending of helically twisted cables under variable bending stiffness due to internal friction,tensile force and cable curvature[D].Zurich:Swiss Federal Institute of Technology,1995.
8 PAPAILIOU K O .On the bending stiffness of transmission line conductors[J].IEEE Transactions on Power Delivery199712(4):1576-1588.
9 HONG K J, KIUREGHIAN A D, SACKMAN J L .Bending behavior of helically wrapped cables[J].Journal of Engineering Mechanics2005131(5):500-511.
10 FOTI F, MARTINELLI L .Mechanical modeling of metallic strands subjected to tension,torsion and ben-ding[J].International Journal of Solids and Structures201691:1-17.
11 JIANG W G, WARBY M K, HENSHALL J L .Statically indeterminate contacts in axially loaded wire strand[J].European Journal of Mechanics-A/Solids200827(1):69-78.
12 GNANAVEL B K, GOPINATH D, PARTHASARATHY N S .Effect of friction on coupled contact in a twisted wire cable[J].Journal of Applied Mechanics200977(2):024501/1-6.
13 JIANG W G .A concise finite element model for pure bending analysis of simple wire strand[J].International Journal of Mechanical Sciences201254(1):69-73.
14 ZHANG D, OSTOJA-STARZEWSKI M .Finite element solutions to the bending stiffness of a single-layered helically wound cable with internal friction [J].Journal of Applied Mechanics201583(3):031003/1-9.
15 STANOVA E, FEDORKO G, FABIAN M,et al .Computer modelling of wire strands and ropes part Ⅱ:finite element-based applications[J].Advances in Engineering Software201142(6):322-331.
16 陈原培 .钢丝绳股力学与摩擦磨损性能研究[D].重庆:重庆大学,2016.
17 预应力热镀锌钢绞线: [S].
18 斜拉桥用热挤聚乙烯高强钢丝拉索: [S].
19 FEYRER K .Wire ropes[M].Berlin:Springer,2007.
20 李红,郑罡,陈璨 .斜拉索内平行钢丝间摩擦系数的确定[J].重庆交通大学学报(自然科学版)201130(2):196-199.
  LI Hong, ZHENG Gang, CHEN Can .Determination of friction coefficients between steel wires in stay cables[J].Journal of Chongqing Jiaotong University (Natural Science)201130(2):196-199.
文章导航

/