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Experimental study on stainless steel high-strength bolted slip-resistant connections

机译:不锈钢高强度螺栓防滑连接的实验研究

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摘要

Stainless steel structures have broad application prospects owing to their excellent corrosion resistance and mechanical properties. Current studies on stainless steel structures mainly focus on material properties and member behaviors. Several studies have reported on the performance of stainless steel joints and connections. In this study, a series of tests were performed on two fundamental parts of the stainless steel high-strength bolted slip-resistant connection, that is the stainless steel high-strength bolts and stainless steel faying surface treatment. For the stainless steel high-strength bolts, the tests were conducted on six types of bolts, including a new type of high-strength bolt made of S17400. The chemical compositions and full-range stress-strain curves were reported. The friction coefficients of the bolts with and without lubrication were measured. It was concluded that thread galling would probably occur during the application of the preload for bolts without lubrication. Lubricants would smoothen the tightening process and reduce the friction coefficient considerably. With regard to the stainless steel faying surface treatments, a total of eight types of treatment methods categorized into four groups were investigated. The surface roughness and slip factor were measured. It was concluded that under the commonly used steel structure faying surface treatments, the slip factor of the stainless steel plate was much lower than that of the carbon steel plate. The methods of clamping soft metal plates between the grit blasted stainless steel surfaces could improve the slip factor to approximately 0.30; a higher slip factor with a comparatively lower surface roughness would be obtained with the coating method. The proposed heavy brushing and mechanical scoring methods could considerably increase the surface roughness and slip factor. In addition, the slip factor was positively correlated with the surface roughness for most of the faying surfaces. The results of this study could benefit the development of related design codes.
机译:由于其优异的耐腐蚀性和机械性能,不锈钢结构具有广泛的应用前景。目前对不锈钢结构的研究主要关注材料性质和成员行为。几项研究报告了不锈钢接头和连接的性能。在本研究中,在不锈钢高强度螺栓防滑防滑连接的两个基本部件上进行了一系列测试,即不锈钢高强度螺栓和不锈钢卸料表面处理。对于不锈钢高强度螺栓,测试是在六种类型的螺栓上进行的,包括一种由S17400制成的新型高强度螺栓。报道了化学组成和全范围应力 - 应变曲线。测量螺栓的摩擦系数和不含润滑的摩擦系数。结论是,在没有润滑的情况下,可能会发生螺纹睡眠。润滑剂将使紧固过程平滑并显着降低摩擦系数。关于不锈钢卸料表面处理,研究了总共八种类型的处理方法分为四组。测量表面粗糙度和滑移因子。结论是,在常用的钢结构卸料表面处理下,不锈钢板的滑动系数远低于碳钢板的滑动系数。夹紧砂砾爆破的不锈钢表面之间的软金属板夹紧的方法可以将滑移系数提高至约0.30;将通过涂布方法获得具有相对较低的表面粗糙度的更高的滑动系数。所提出的重型刷牙和机械评分方法可大大增加表面粗糙度和滑移因子。另外,滑动因子与大多数卸料表面的表面粗糙度呈正相关。本研究的结果可以使相关设计代码的发展受益。

著录项

  • 来源
    《Engineering Structures》 |2021年第15期|111778.1-111778.14|共14页
  • 作者单位

    Southeast Univ Key Lab Concrete & Prestressed Concrete Struct Minist Educ Nanjing 210096 Peoples R China|Southeast Univ Sch Civil Engn Nanjing 210096 Peoples R China;

    Southeast Univ Key Lab Concrete & Prestressed Concrete Struct Minist Educ Nanjing 210096 Peoples R China|Southeast Univ Sch Civil Engn Nanjing 210096 Peoples R China;

    Southeast Univ Key Lab Concrete & Prestressed Concrete Struct Minist Educ Nanjing 210096 Peoples R China|Southeast Univ Sch Civil Engn Nanjing 210096 Peoples R China;

    Southeast Univ Key Lab Concrete & Prestressed Concrete Struct Minist Educ Nanjing 210096 Peoples R China|Southeast Univ Sch Civil Engn Nanjing 210096 Peoples R China;

    Jiangsu Kedi Construct Engn Qual Inspect Co Ltd Nanjing 211100 Peoples R China;

    Jiangsu Dongge Stainless Steel Ware Co Ltd Yancheng 224212 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Stainless steel; High-strength bolt; Slip-resistant connection; Friction coefficient; Faying surface treatment;

    机译:不锈钢;高强度螺栓;防滑连接;摩擦系数;烘焙表面处理;
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