Loop-shaped elements for anchoring carbon reinforcement in concrete

Kerstin Speck, Steffen Rittner, Franz Bracklow, Mateusz Ewertowski, Manfred Curbach, Chokri Cherif
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引用次数: 3

Abstract

Carbon reinforcements enjoy increasing popularity both in building reinforcement and in new construction. The use of yarns with more than 50 000 filaments per roving and finenesses of up to 3300 tex, so-called heavy tows, enables greater permissible stress and thus increases the performance of the textile reinforced concrete structures. However, high yarn tensile forces with an almost constant roving surface lead to an extension of the required end anchorage and overlap areas. In the project, it was investigated whether a modified loop-shaped yarn arrangement at the selvages could guarantee force transmission over shorter lengths and thus enables a more economic design of this type of construction. This paper presents the results generated within the investigations, proving the potential of the applied method. Manufacturing possibilities, force transmission mechanisms, material properties, and failure mechanisms were analyzed.

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混凝土中碳钢筋锚固用环形元件
碳增强材料在建筑加固和新建工程中越来越受欢迎。每条粗纱使用超过50000支,细度高达3300特克斯的纱线,即所谓的重纱,可以实现更大的允许应力,从而提高纺织钢筋混凝土结构的性能。然而,高纱线张力与几乎恒定的粗纱表面导致延长所需的端锚和重叠区域。在这个项目中,我们研究了一种改进的环型纱线安排是否可以保证在更短的长度上传递力,从而使这种结构的设计更经济。本文介绍了在调查中产生的结果,证明了应用方法的潜力。分析了制造可能性、力传递机制、材料特性和失效机制。
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