Development of the modified clothoidal (MCL) shape of composite dowels against the background of fatigue and technological issues

Author:

Lorenc Wojciech1,Kożuch Maciej2

Affiliation:

1. Politechnika Wroclawska , Wrocław , Poland

2. Politechnika Wrocławska

Abstract

Abstract Composite dowels opened new possibilities for engineers designing composite structures. The fundamental and most important characteristic of composite dowels is the shape of the cutting pattern (called line). It is important to understand why only one particular shape of the cutting line, the modified clothoidal (MCL) shape, is being used in bridge engineering, while so many different shapes have been investigated by many researchers. The essential part of the process of developing composite dowels – the development of shape of the cutting line – is presented in this paper. The investigation, development, and evolution of the MCL shape, which is the final form of composite dowels for bridges and has been widely introduced in bridge engineering, are presented. The results of comparative tests of different shapes under cyclic loads are discussed. The background for the design formulas for the steel part and the fabrication aspects are highlighted.

Publisher

Walter de Gruyter GmbH

Reference67 articles.

1. Lorenc W., Ignatowicz R., Kubica E., Seidl G. Numerical model of shear connection by concrete dowels. Recent Developments in Structural Engineering Mechanics and Computation, Millpress 2007, Rotterdam, Netherlands.

2. Seidl G., Hierl M., Breu M., Mensinger M., Stambuk M. Segmentbrücke Greißelbach als Stahlverbundbrücke ohne Abdichtung und Asphalt. Stahlbau 85 (2016), Heft 2, 126–136.

3. M. Kopp et al. Composite dowels as shear connectors for composite beams – Background to the design concept for static loading / Journal of Constructional Steel Research 147 (2018) 488–503

4. Berthellemy J, Hechler O, Lorenc W, Seidl G, Viefhues E. Premiers résultats du projetde recherche européen Precobeam de connexion par découped’une tôle. Construct Metallique, 2009;46(3):3–26.

5. Lorenc W. Nośność ciągłych łączników otwartych w zespolonych konstrukcjach stalowo-betonowych (The design concept for the steel part of composite dowel shear connection in steel–concrete composite structures). Publishing Office of Wrocław University of Technology; 2011.

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