Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors

Existing composite floor design approaches require technical data on strength and ductility of shear connectors, which can be defined only by shear tests. The article discusses the failure modes of composite floor shear connection, made of powder-actuated shear connectors. The influence assessment o...

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Main Authors: G. P. Tonkih, D. A. Chesnokov
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2024-02-01
Series:Железобетонные конструкции
Subjects:
Online Access:https://www.g-b-k.ru/jour/article/view/41
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author G. P. Tonkih
D. A. Chesnokov
author_facet G. P. Tonkih
D. A. Chesnokov
author_sort G. P. Tonkih
collection DOAJ
description Existing composite floor design approaches require technical data on strength and ductility of shear connectors, which can be defined only by shear tests. The article discusses the failure modes of composite floor shear connection, made of powder-actuated shear connectors. The influence assessment of the main detailing parameters on the strength and deformability of shear connectors was executed.  The database for analysis included the results of shear tests performed by both the authors and other researchers. According to the results of the study, the dependence of the strength and deformability of shear connectors on their height, orientation relative to the shear force vector, the strength of the concrete slab and the geometric parameters of the profiled flooring was estimated.
format Article
id doaj-art-59ab6a7df6874ff89854e9033f44e8e9
institution Kabale University
issn 2949-1622
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language English
publishDate 2024-02-01
publisher Moscow State University of Civil Engineering (MGSU)
record_format Article
series Железобетонные конструкции
spelling doaj-art-59ab6a7df6874ff89854e9033f44e8e92025-02-06T07:09:54ZengMoscow State University of Civil Engineering (MGSU)Железобетонные конструкции2949-16222949-16142024-02-0151274410.22227/2949-1622.2024.1.27-4438Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite FloorsG. P. Tonkih0D. A. Chesnokov1Moscow State University of Civil Engineering (National Research University) (MGSU); Federal State Budgetary Research Institute of the Ministry of Emergency Situations of RussiaHilti Distribution LTDExisting composite floor design approaches require technical data on strength and ductility of shear connectors, which can be defined only by shear tests. The article discusses the failure modes of composite floor shear connection, made of powder-actuated shear connectors. The influence assessment of the main detailing parameters on the strength and deformability of shear connectors was executed.  The database for analysis included the results of shear tests performed by both the authors and other researchers. According to the results of the study, the dependence of the strength and deformability of shear connectors on their height, orientation relative to the shear force vector, the strength of the concrete slab and the geometric parameters of the profiled flooring was estimated.https://www.g-b-k.ru/jour/article/view/41type composite floorsshear connectionshear connectorspartial connection
spellingShingle G. P. Tonkih
D. A. Chesnokov
Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
Железобетонные конструкции
type composite floors
shear connection
shear connectors
partial connection
title Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
title_full Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
title_fullStr Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
title_full_unstemmed Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
title_short Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
title_sort strength and ductility evaluation of l shape shear connectors in composite floors
topic type composite floors
shear connection
shear connectors
partial connection
url https://www.g-b-k.ru/jour/article/view/41
work_keys_str_mv AT gptonkih strengthandductilityevaluationoflshapeshearconnectorsincompositefloors
AT dachesnokov strengthandductilityevaluationoflshapeshearconnectorsincompositefloors