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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Format: | Article |
Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2024-02-01
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Series: | Железобетонные конструкции |
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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 2949-1614 |
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 |