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

IF 0.7 Q4 MECHANICS
Wojciech Lorenc, M. Kożuch
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引用次数: 0

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.
以疲劳和技术问题为背景,开发改良布状(MCL)复合材料榫头形状
复合材料榫头为工程师设计复合材料结构提供了新的可能性。复合材料榫头最基本、最重要的特征是切割图案(称为线)的形状。重要的是要了解为什么桥梁工程中只使用一种特定形状的切割线,即改良布状线 (MCL),而许多研究人员已经对许多不同形状的切割线进行了研究。本文介绍了复合材料榫头开发过程中的关键部分--切割线形状的开发。本文介绍了 MCL 形状的研究、发展和演变,MCL 是桥梁复合材料镙栓的最终形式,已被广泛引入桥梁工程中。本文还讨论了不同形状在循环荷载作用下的对比试验结果。重点介绍了钢部分设计公式的背景和制造方面的问题。
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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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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