预压螺栓连接处滑移系数测定的试验规程

IF 0.6 Q4 ENGINEERING, CIVIL

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS Pub Date : 2014-07-04 DOI:10.13167/2014.8.5

Marina Poposka, Borjan Petreski, Petar Cvetanovski, Denis Popovski

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引用次数: 1

摘要

本文介绍了在钢结构连接中使用预紧螺栓的优点。首先，我们讨论了预压螺栓和剪切螺栓之间的主要区别。然后，我们解释了剪切连接的类别和摩擦表面的类别，以及它们相关的表面制备和滑动因子。为了把理论和规范与试验联系起来，给出了计算预压锚杆设计阻力的基本表达式，并对剪力锚杆的设计阻力进行了比较。滑移系数根据EN 1090-2:2008，附件G进行测试，两个系列的试样与阿尔巴尼亚共和国桥梁中使用的相同。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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EXPERIMENTAL PROCEDURE FOR SLIP FACTOR DETERMINING AT CONNECTIONS WITH PRELOADED BOLTS

This article presents the advantages of using preloaded bolts in connections of steel structures. First we discussed the main differences between preloaded bolts and shear bolts. Then we explained the categories of shear connections and the categories of friction surfaces, along with their associated surface preparation and slip factor. To connect theory and codes with experiment, we showed the basic expressions used to calculate the design resistance of preloaded bolts and compared the design resistance of shear bolts. The slip factor was tested according to EN 1090-2:2008, Annex G, for two series of specimens, identical to those used in bridges in the Republic of Albania.

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来源期刊

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS ENGINEERING, CIVIL-

自引率

0.00%

发文量

审稿时长

24 weeks