吉林大学学报(工学版) ›› 2022, Vol. 52 ›› Issue (10): 2360-2366.doi: 10.13229/j.cnki.jdxbgxb20210907

• 交通运输工程·土木工程 • 上一篇    

基于灰色理论的大跨度钢管混凝土拱桥承载能力检测方法

许博(),李传习()   

  1. 长沙理工大学 土木工程学院,长沙 410114
  • 收稿日期:2021-09-10 出版日期:2022-10-01 发布日期:2022-11-11
  • 通讯作者: 李传习 E-mail:xubo54545@yeah.net;xb13975285476@163.com
  • 作者简介:许博(1983-),男,副教授,博士.研究方向:新型桥梁结构,组合结构.E-mail:xubo54545@yeah.net
  • 基金资助:
    国家自然科学基金项目(51708047);湖南省自然科学基金项目(2018JJ5005)

Detection method of bearing capacity of long-span concrete-filled steel tubular arch bridge based on grey theory

Bo XU(),Chuan-xi LI()   

  1. School of Civil Engineering,Changsha University of Science and Technology,Changsha 410114,China
  • Received:2021-09-10 Online:2022-10-01 Published:2022-11-11
  • Contact: Chuan-xi LI E-mail:xubo54545@yeah.net;xb13975285476@163.com

摘要:

为避免因承载力而引起的桥梁安全性能事故发生,提出了基于灰色理论的大跨度钢管混凝土拱桥承载能力检测方法。将传感器作为承载力检测的主要工具,确定检测系统架构,设计了控制中心、数据传输、采集等功能模块,添加通信协议,结合传感器运动方程,设置灵敏度,保障数据实时传输。使用均值法生成检测数据灰色序列,将裂缝程度当作影响承载力的主要因子,利用灰色关联分析和变换初始矩阵获得关联系数。规范标准差、标准化处理检测序列,经过累加与均值处理得出待检测参量,完成承载力检测。仿真实验证明,本文检测方法具有很好的动态响应性能,在静态与动态测试环境下检测结果均表明桥梁没有出现严重裂缝,承载能力与理论承载力接近。

关键词: 灰色理论, 钢管混凝土拱桥, 承载力, 灰色关联分析, 传感器

Abstract:

In order to avoid bridge safety accidents caused by bearing capacity, a bearing capacity detection method of long-span concrete-filled steel tube arch bridge is proposed based on gray theory. The sensor is used as the main tool for bearing capacity detection, the detection system architecture is determined, and the control center, data transmission, acquisition and other functional modules are designed. Communication protocols are added, and sensitivity is set in combination with the sensor motion equation to ensure real-time data transmission. The mean value method is used to generate the grey sequence of the test data, the degree of cracks is taken as the main factor affecting the bearing capacity, and the grey correlation analysis and the transformation of the initial matrix are used to obtain the correlation coefficient. Standardize the standard deviation, standardize the test sequence, and obtain the parameters to be tested through accumulation and mean value processing to complete the bearing capacity test. The simulation experiment shows that the proposed detection method has good dynamic response performance. The detection results in both static and dynamic test environments show that there are no serious cracks in the bridge, and the bearing capacity is close to the theoretical bearing capacity.

Key words: grey theory, concrete filled steel tubular arch bridge, bearing capacity, grey correlation analysis, sensor

中图分类号: 

  • TU74

图1

采集系统整体架构示意图"

图2

拱桥平面示意图"

表1

设备一览表"

序号设备名称型号数量
1计算机Lenovo?SL4004
2数据采集设备UT7904?DY2
3裂缝测试仪PTS?C102
4全站仪H1744741

图3

传感器信号采集结果"

图4

应变随荷载变化情况"

图5

挠度随荷载变化情况"

图6

动态承载力检测结果"

1 黄光文, 唐朝勇. 基于动静载试验的既有混凝土箱形拱桥承载力评估[J]. 公路交通科技: 应用技术版, 2019, 15(6): 244-248.
Huang Guang-wen, Tang Chao-yong. Bearing capacity evaluation of existing concrete box arch bridge based on dynamic and static load test[J]. Highway traffic Science and Technology (Applied Technology Edition), 2019, 15(6): 244-248.
2 谢开仲, 王红伟, 庞锦浩. 钢管混凝土拱桥K形节点破坏模式及极限承载力研究[J]. 钢结构(中英文), 2019, 34(7): 39-44, 84.
Xie Kai-zhong, Wang Hong-wei, Pang Jin-hao. Research on failure mode and ultimate bearing capacity of k-joint in concrete-filled steel tubular arch bridge[J]. Steel Construction (Chinese and English), 2019, 34(7): 39-44, 84.
3 蔡正东, 叶敏. 某钢结构桥梁火灾后检测评估和安全鉴定[J]. 桥梁建设, 2019, 49(): 62-67.
Cai Zheng-dong, Ye Min. Inspection, evaluation and safety identification for a steel bridge experienced a fire disaste[J]. Bridge Construction, 2019, 49(Sup.1): 62-67.
4 王翔, 汪正兴. 高速铁路桥梁雷达非接触测试技术研究[J]. 铁道工程学报, 2020, 37(1): 50-54, 84.
Wang Xiang, Wang Zheng-xing. Research on the radar non-contact testing technology of high-speed railway bridges[J]. Journal of Railway Engineering Society, 2020, 37(1): 50-54, 84.
5 赵宏伟, 宋云峰, 王会峰, 等. 激光基准桥梁挠度成像检测系统[J]. 激光与红外, 2019, 49(3): 282-290.
Zhao Hong-wei, Song Yun-feng, Wang Hui-feng, et al. Measurement of bridge deflection on laser datum and vision imaging[J]. Laser & Infrared, 2019, 49(3): 282-290.
6 颜毅, 吴章勇. 基于犹豫模糊集的桥梁最佳监测数据提取研究[J]. 公路工程, 2019, 44(6): 9-14, 76.
Yan Yi, Wu Zhang-yong. Extraction of optimum monitoring data of bridges based on hesitant fuzzy set [J]. Highway Engineering, 2019, 44(6): 9-14, 76.
7 林元茂, 李建, 韩立. 震后桥梁挠度测量方法的设计与实现[J].地震工程学报, 2019, 41(3): 807-812.
Lin Yuan-mao, Li Jian, Han Li. Design and implementation of a method for measuring deflection of post-earthquake bridges[J]. China Earthquake Engineering Journal, 2019, 41(3): 807-812.
8 许肇峰, 陈映贞, 张建. 预应力混凝土梁桥火灾损伤分析与评定[J]. 南京工业大学学报: 自然科学版, 2020, 42(3): 291-301.
Xu Zhao-Feng, Chen Ying-zhen, Zhang Jian. Damage analysis and evaluation of pre-stressed concrete beam bridge after fire[J]. Journal of Nanjing University of Technology(Natural Science Edition), 2020, 42(3): 291-301.
9 陈明, 伊建军, 钟继卫, 等. 悬索桥索夹螺杆张拉施工控制技术研究与应用[J]. 世界桥梁, 2020, 48(3): 74-79.
Chen Ming, Yi Jian-jun, Zhong Ji-wei, et al. Study of tensioning control techniques for bolts in clamps of suspension bridge[J]. World Bridges, 2020, 48(3): 74-79.
10 马小锋, 钟荣炼, 马白虎, 等. 千米级斜拉桥施工安全专项风险评估研究[J]. 公路, 2019, 64(9): 209-213.
Ma Xiao-feng, Zhong Rong-lian, Ma Bai-hu, et al. Special risk assessment and research on construction safety for cable-stayed bridge with main span exceeding one thousand meters[J]. Highway, 2019, 64(9): 209-213.
11 Xin L F, Li X Z, Zhang Z T, et al. Seismic behavior of long-span concrete-filled steel tubular arch bridge subjected to near-fault fling-step motions[J]. Engineering Structures, 2019, 180: 148-159.
12 Liu J, Song H, Yang Y. Research on mechanical behavior of L-shaped multi-cell concrete-filled steel tubular stub columns under axial compression[J]. Advances in Structural Engineering, 2019, 22(2):427-443.
13 Rong B, Quan X X, Zhang R Y, et al. Tensile capacity of concrete-filled square tubular columns connection with external stiffening ring[J]. KSCE Journal of Civil Engineering, 2019, 23(10): 4378-4388.
14 Boukhalkhal S H, Ihaddoudène A N T, Neves L. Dynamic behavior of concrete filled steel tubular columns[J]. International Journal of Structural Integrity, 2019, 10(2): 244-264.
15 Zhang F J, Xia J W, Li G, et al. Degradation of axial ultimate load-bearing capacity of circular thin-walled concrete-filled steel tubular stub columns after corrosion[J]. Materials, 2020, 13(3): No:795.
16 Niu Y B, Ye Y, Zhao W J, et al. Dynamic monitoring and data analysis of a long-span arch bridge based on high-rate GNSS-RTK measurement combining CF-CEEMD method[J]. Journal of Civil Structural Health Monitoring, 2020, 11: 35-48.
17 Lin K Q, Xu Y L, Lu X Z, et al. Digital twin-based collapse fragility assessment of a long-span cable-stayed bridge under strong earthquakes[J]. Automation in Construction, 2021, 123: No. 103547.
18 Park K J, Kim D Y, Hwang E S. A study on live load deflection criteria of long-span steel bridges[J]. International Journal of Steel Structures, 2020, 20(6): 2020-2027.
19 Mousa S, Mohamed H M, Benmokrane B, et al. Flexural behavior of long-span square reinforced concrete members with uniformly distributed fiber-reinforced polymer bars[J]. ACI Structural Journal, 2020, 117(4): 209-222.
20 Ahned M, Liang Q Q, Patel V I, et al. Numerical analysis of axially loaded circular high strength concrete-filled double steel tubular short columns[J]. Thin-Walled Structures, 2019, 138: 105-116.
21 Kocáb Dalibor, Daněk Petr, ítt Petr, et al. Influence of the method of production of test specimens on the result of the frost resistance test of concrete[J]. Solid State Phenomena, 2021, 322: 17-22.
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