Identification of the torsion coefficient of bolts in slip-critical connections

Author:

Vasilkin Andrey A.1,Akhmetzyanov Roman M.1

Affiliation:

1. Moscow State University of Civil Engineering (National Research University) (MGSU)

Abstract

Introduction. The article proposes a method for identifying the coefficient of torsion of a high-strength bolt in the laboratory environment. The coefficient is found by determining the relative deformation of a drawn bolt using load cells. This method requires specialized equipment and a test bench, and it can be used to study the behavior of bolts. The value of the torsion coefficient is necessary to ensure the appropriate bolt tension force, since according to current friction concepts of bolted connections involving high-strength bolts, the design behavior of a bolted connection is ensured by the appropriate bolt tension force, determined using the required torque. Otherwise, the actual behavior of a bolt differs from its design behavior, since only a pre-set tension force ensures the necessary bearing capacity of a bolted connection in the friction planes. Materials and methods. Specimens of bolts under study are made according to the German standard DIN931 with a strength of 10.9, and the size M14 × 220; their nuts comply with the German standard DIN934 with a strength of 10 and the size M14. Instron 1000HDX tension testing machine was used to make a diagram describing the performance of steel bolts. Nut tension was determined using NOGRAU NTW24-034R torque control key, and bolt elongation was controlled using FLA 5-11 strain gauges and the National Instruments data collection system. Results. A new method for monitoring the measurement of the torsion coefficient of high-strength bolts was tested and proposed in furtherance of the research conducted by the authors. Conclusions. As a result of testing, a change in the torsion coefficient can be evaluated depending on the torque value.

Publisher

Moscow State University of Civil Engineering

Subject

General Medicine

Reference22 articles.

1. Tikhonov S.M., Alekhin V.N., Belyaeva Z.V. et al. Design of steel structures. Part 1: Steel constructions. Materials and basic designing : handbook. Moscow, Pero Publ., 2020; 468. (rus.).

2. Bogdanov T.M. Connections of metal structures on high-strength bolts. Moscow, Transzheldorizdat Publ., 1963; 112. (rus.).

3. Klyukin A.Y., Fimkin A.I., Sheikin A.A. The experimental definition of rigidity of frictional joints in high-strength bolts on the stage of prior-shearing. Vestnik Tomskogo gosudarstvennogo arkhitekturno-

4. stroitel’nogo universiteta/Journal of Construction and Architecture. 2010; 3(28):222-227. (rus.).

5. Gerasimov V.Y., Paryshev D.N., Gerasimova O.V. Comparison of temporary resistance and twisting coeffizient at mechanical testing of high-strength bolts. Vestnik of Nosov Magnitogorsk State Technical University. 2012; 2(38):53-54. (rus.).

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Размер площадки трения фрикционного болтового соединения;Stroitel stvo nauka i obrazovanie [Construction Science and Education];2024-03-30

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3