Puzzle-shaped rib shear connectors subjected to combined shear and tension

被引：36
作者：
Classen, Martin [1 ]
Herbrand, Martin [1 ]
Adam, Viviane [1 ]
Kueres, Dominik [1 ]
Sarac, Mustafa [1 ]
机构：
[1] Rhein Westfal TH Aachen, Lehrstuhl & Inst Massivbau, Mies van der Rohe Str 1, D-52079 Aachen, Germany
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2018年 / 145卷
关键词：
PLASTIC-DAMAGE MODEL; COMPOSITE DOWELS; TECHNICAL APPROVAL; CONCRETE; DESIGN; STEEL; RESISTANCE; ANCHORAGE; BEAMS;
D O I：
10.1016/j.jcsr.2018.02.036
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Open rib shear connectors are increasingly used as shear connectors and anchors between concrete and steel members of composite structures. In many cases, the rib connectors are subjected to combined shear and tension forces. However, until now, the structural response and interaction behavior of rib shear connectors exposed to tension and shear has not been analyzed. The current design guidelines do not provide a recommendation for computing the strength of rib shear connectors (traditionally used as shear connectors) under combined tension and shear. Therefore, the present paper presents systematic studies on the interaction behaviour of puzzle shaped rib shear connectors, also called composite dowels. Based on tests results gained in a novel test setup and FE-simulations, the interaction properties of composite dowel rib connectors are analyzed and a model approach for the tension and shear interaction is proposed. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码：232 / 243
页数：12
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