|Table of Contents|

Research on high-strength bolt pre-tightening force detection method based on non-contact measurement technology(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2024年05期
Page:
93-101
Research Field:
建筑结构
Publishing date:

Info

Title:
Research on high-strength bolt pre-tightening force detection method based on non-contact measurement technology
Author(s):
XIA Kaifeng1 SHI Hejie1 LI Tao2
(1. Wuhan Branch of CRCC Harbour & Channel Engineering Bureau Group Co., Ltd, Wuhan 430013, Hubei, China; 2. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, Hubei, China)
Keywords:
3D-digital image correlation method high-strength bolt pre-tightening force surface strain non-contact measurement
PACS:
TU391
DOI:
10.19815/j.jace.2023.03104
Abstract:
In order to study the feasibility of non-contact measurement technology to detect the pre-tightening force of high-strength bolts, the 8.8 grade M16 high-strength bolts were taken as the research object, and the pre-tightening force of high-strength bolts was simulated by finite element software. The strain distribution on the nut surface under different bolt pre-tightening forces was analyzed. The surface strain of the nut during the pre-tightening force of the high-strength bolt was measured by the resistance strain gauge test. The measurement results were compared with the simulation results to verify the correctness of the finite element simulation and the linear relationship between the bolt pre-tightening force and the surface strain of the nut. The three-dimensional digital image correlation method was used to detect the surface strain of the nut during the pre-tightening force of the high-strength bolt, and the results were compared with the finite element analysis results. Finally, the target values of surface strain detection of 8.8 grade M16 high-strength bolt nut under 20% failure probability and 50% confidence were obtained by using the calculation method of lower confidence limit of complete sample reliability of normal distribution. The results show that it is theoretically feasible to use the three-dimensional digital image correlation method to determine the pre-tightening force of high-strength bolts by detecting the surface strain of the nut.

References:

[1] LI Y,LIU Z F,WANG Y Z,et al.Research on preload of bolted joints tightening sequence-related relaxation considering elastic interaction between bolts[J].Journal of Constructional Steel Research,2019,160:45-53.
[2]HESS D P.Preload from tightening and removal torque[J].Journal of Failure Analysis and Prevention,2019,19(4):1055-1066.
[3]尧礼辉,张嘉慧,张贵荣.扭矩扳手示值误差调整方法及使用经验[J].计量技术,2013(10):72-75.
YAO Lihui,ZHANG Jiahui,ZHANG Guirong.Adjustment method and application experience of indication error of torque wrench[J].Measurement Technique,2013(10):72-75.
[4]钢结构工程施工质量验收标准:GB 50205—2020[S].北京:中国计划出版社,2020.
Standard for acceptance of construction quality of steel structures:GB 50205—2020[S].Beijing:China Planning Press,2020.
[5]YANG S Q,ZHANG L B,FAN J C.Measurement of axial force of bolted structures based on ultrasonic testing and metal magnetic memory testing[C]//GELMAN L,MARTIN N,MALCOLM AA,et al.Advances in Condition Monitoring and Structural Health Monitoring.Singapore:Springer,2021:625-635.
[6]PAN Q X,LIU S,LI X,et al.Characteristic evaluation on bolt stress by ultrasonic nondestructive methods[J].Advances in Materials Science and Engineering,2015,2015:134090.
[7]YASUI H,TANAKA H,FUJII I,et al.Acoustoelastic axial stress measurement of short bolts with longitudinal and transverse waves[M]//THOMPSON D O,CHIMENTI D E.Review of Progress in Quantitative Nondestructive Evaluation.Boston:Springer,1999:1903-1909.
[8]何星亮,陈 平,刘华强.基于超声模式转换的螺栓轴向应力测量方法[J].振动与冲击,2021,40(21):201-206.
HE Xingliang,CHEN Ping,LIU Huaqiang.Measurement method of bolt axial stress based on ultrasonic mode conversion[J].Journal of Vibration and Shock,2021,40(21):201-206.
[9]刘家斌,王雪梅,倪文波.螺栓轴向应力-超声波渡越时间自动标定系统研究[J].中国测试,2020,46(3):91-96.
LIU Jiabin,WANG Xuemei,NI Wenbo.Research on automatic calibration system of bolt axial stress-ultrasonic time of flight[J].China Measurement & Test,2020,46(3):91-96.
[10]孙朝明,王增勇,李建文,等.声弹效应测量螺栓轴向应力的有限元计算分析[J].振动与冲击,2019,38(13):164-171.
SUN Chaoming,WANG Zengyong,LI Jianwen,et al.Finite element analysis for bolt axial stress measurement based on acoustoelastic effect[J].Journal of Vibration and Shock,2019,38(13):164-171.
[11]JAGLINSKI T,NIMITYONGSKUL A,SCHMITZ R,et al.Study of bolt load loss in bolted aluminum joints[J].Journal of Engineering Materials and Technology,2007,129(1):48-54.
[12]郭历伦,陈忠富,罗景润.多螺栓连接结构预紧力实验研究[J].机械强度,2016,38(6):1205-1210.
GUO Lilun,CHEN Zhongfu,LUO Jingrun.Experimental study on the pretension force of multi-bolted structure[J].Journal of Mechanical Strength,2016,38(6):1205-1210.
[13]SHAO J H,WANG T,YIN H Y,et al.Bolt looseness detection based on piezoelectric impedance frequency shift[J].Applied Sciences,2016,6(10):298.
[14]WANG T,TAN B H,LU G T,et al.Bolt pretightening force measurement based on strain distribution of bolt head surface[J].Journal of Aerospace Engineering,2020,33(4):04020034.
[15]朱飞鹏,孔德阳,龚 琰,等.基于三维DIC方法的高强钢拉伸力学性能测定[J].力学季刊,2018,39(2):359-367.
ZHU Feipeng,KONG Deyang,GONG Yan,et al.The measurement of tensile mechanical properties of high-strength steel using three-dimensional digital image correlation[J].Chinese Quarterly of Mechanics,2018,39(2):359-367.
[16]MURIENNE B J,NGUYEN T D.A comparison of 2D and 3D digital image correlation for a membrane under inflation[J].Optics and Lasers in Engineering,2016,77:92-99.
[17]张 磊,李树刚,申 凯,等.基于数字图像的试样表面应力估算及应用[J].西安科技大学学报,2020,40(2):229-237.
ZHANG Lei,LI Shugang,SHEN Kai,et al.Estimation and application of sample surface stress based on digital image[J].Journal of Xi'an University of Science and Technology,2020,40(2):229-237.
[18]袁 媛,孙增玉,王 杏,等.基于三维数字图像相关法应力测量技术[J].宇航计测技术,2020,40(6):31-36.
YUAN Yuan,SUN Zengyu,WANG Xing,et al.Stress measurement technology based on 3D digital image correlation method[J].Journal of Astronautic Metrology and Measurement,2020,40(6):31-36.
[19]GRZEJDA R,PARUS A.Experimental studies of the process of tightening an asymmetric multi-bolted connection[J].IEEE Access,2021,9:47372-47379.
[20]宋 秋,李晓星,杨岩峰.基于DIC方法的残余应力快速测量系统[J].实验力学,2017,32(4):506-516.
SONG Qiu,LI Xiaoxing,YANG Yanfeng.A rapid measurement system of residual stress based on DIC method[J].Journal of Experimental Mechanics,2017,32(4):506-516.
[21]张 俊,陈红鸟,王德强.基于DIC技术的混凝土往复荷载下断裂力学特性研究[J].应用力学学报,2021,38(4):1636-1643.
ZHANG Jun,CHEN Hongniao,WANG Deqiang.Study on fracture properties of concrete under cyclic loading by using DIC technique[J].Chinese Journal of Applied Mechanics,2021,38(4):1636-1643.
[22]WU L F,YIN Y J,ZHANG Q,et al.Bi-prism-based single-lens three dimensional digital image correlation system with a long working distance:methodology and application in extreme high temperature deformation test[J].Science China Technological Sciences,2018,61(1):37-50.
[23]MEHRABIAN M,BOUKHILI R.3D-DIC strain field measurements in bolted and hybrid bolted-bonded joints of woven carbon-epoxy composites[J].Composites Part B:Engineering,2021,218:108875.
[24]钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2017.
Standard for design of steel structures:GB 50017—2017[J].Beijing:China Architecture & Building Press,2018.
[25]JIMENEZ-PENA C,LAVATELLI A,BALCAEN R,et al.A novel contactless bolt preload monitoring method using digital image correlation[J].Journal of Nondestructive Evaluation,2021,40(2):54.
[26]WEI K,YUAN F,SHAO X X,et al.High-speed multi-camera 3D DIC measurement of the deformation of cassette structure with large shaking table[J].Mechanical Systems and Signal Processing,2022,177:109273.
[27]朱飞鹏,龚 琰,白鹏翔,等.基于二维DIC的脆性材料拉伸应力-应变曲线测定[J].实验力学,2018,33(3):333-342.
ZHU Feipeng,GONG Yan,BAI Pengxiang,et al.Determination of tensile stress-strain curve of brittle materials based on two-dimensional digital image correlation[J].Journal of Experimental Mechanics,2018,33(3):333-342.
[28]正态分布完全样本可靠度置信下限:GB/T 4885—2009[S].北京:中国标准出版社,2010.
Lower confidence limit of reliability for complete sample from normal distribution:GB/T 4885—2009[S].Beijing:Standards Press of China,2010.
[29]赵 瑞,刘永健,姜 磊,等.考虑弯曲应力占比的矩形钢管K型节点疲劳评估[J].建筑科学与工程学报,2023,40(5):119-128.
ZHAO Rui,LIU Yongjian,JIANG Lei,et al.Fatigue assessment of rectangular hollow section K-joints due to degree of bending[J].Journal of Architecture and Civil Engineering,2023,40(5):119-128.

Memo

Memo:
-
Last Update: 2024-09-30