Investigation of punctiform, plane and hybrid joints of textile-reinforced concrete parts

被引：4

作者：

Dilthey, U. ^{[2
]}

Schleser, M. ^{[2
]}

Feldmann, M. ^{[1
]}

Pak, D. ^{[1
]}

Gessler, A. ^{[1
]}

机构：

[1] Rhein Westfal TH Aachen Univ, Lehrstuhl Stah & Leichtmetallbau, D-52074 Aachen, Germany

[2] Rhein Westfal TH Aachen Univ, Welding & Joining Inst, D-52062 Aachen, Germany

来源：

CEMENT & CONCRETE COMPOSITES | 2008年 / 30卷 / 02期

关键词：

textile-reinforced concrete; joints; hybrid joints;

D O I：

10.1016/j.cemconcomp.2007.10.002

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The application of textile-reinforced concrete allows manufacturing of thin-walled, high-strength components. Efficient joints are vitally important for the integration of precast concrete components into structural frameworks. Within the scope of a recent research project, basic punctiform, plane and hybrid joint geometries have been tested. The goals of this study are to avoid any reduction in strength compared with undisturbed components. This paper describes investigations on the tensile strength and failure pattern of different joint geometries. Different types of joints and failure are discussed and an auspicious joint offering nearly the load capacity of the undisturbed specimen is introduced. (c) 2007 Elsevier Ltd. All rights reserved.

引用

页码：82 / 87

页数：6

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