An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading

In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear connectors. This paper describes an experimental programme in which the response of axially restrained noncomposite (without shear connectors) SCS protective panels...

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Main Authors: Kong S.Y., Remennikov A., Uy B.
Other Authors: 57208875766
Format: Article
Published: 2023
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Institution: Universiti Tenaga Nasional
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spelling my.uniten.dspace-300232023-12-29T15:44:03Z An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading Kong S.Y. Remennikov A. Uy B. 57208875766 8894438000 7003535945 hard impact protective structures steel concrete steel tensile membrane action Deformation Experimental investigations Hard impact High strength and high ductilities Impulsive loading Protective barrier Protective structures Steel concrete Tensile membrane action Concretes In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear connectors. This paper describes an experimental programme in which the response of axially restrained noncomposite (without shear connectors) SCS protective panels subject to impulsive loading was studied. A comprehensive parametric study was carried out to investigate the effects of different types of infill materials, amount of impact energy, and the bond between the concrete core and steel faceplates, on the performance of the protective panels. The experimental results showed that the panels developed high load-carrying capacity through the tensile membrane resistance of the steel faceplates at large deformation. The panels demonstrated a highly ductile response and were able to sustain large deformation up to 18 degrees end rotation without collapse. The high strength and high ductility characteristics of these SCS panels make them an economical alternative to the existing protective barrier structures. Final 2023-12-29T07:44:02Z 2023-12-29T07:44:02Z 2013 Article 10.1260/1369-4332.16.7.1163 2-s2.0-84883179426 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84883179426&doi=10.1260%2f1369-4332.16.7.1163&partnerID=40&md5=c11c9c77ab06e51160d3540e6db798f0 https://irepository.uniten.edu.my/handle/123456789/30023 16 7 1163 1174 Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic hard impact
protective structures
steel concrete steel
tensile membrane action
Deformation
Experimental investigations
Hard impact
High strength and high ductilities
Impulsive loading
Protective barrier
Protective structures
Steel concrete
Tensile membrane action
Concretes
spellingShingle hard impact
protective structures
steel concrete steel
tensile membrane action
Deformation
Experimental investigations
Hard impact
High strength and high ductilities
Impulsive loading
Protective barrier
Protective structures
Steel concrete
Tensile membrane action
Concretes
Kong S.Y.
Remennikov A.
Uy B.
An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
description In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear connectors. This paper describes an experimental programme in which the response of axially restrained noncomposite (without shear connectors) SCS protective panels subject to impulsive loading was studied. A comprehensive parametric study was carried out to investigate the effects of different types of infill materials, amount of impact energy, and the bond between the concrete core and steel faceplates, on the performance of the protective panels. The experimental results showed that the panels developed high load-carrying capacity through the tensile membrane resistance of the steel faceplates at large deformation. The panels demonstrated a highly ductile response and were able to sustain large deformation up to 18 degrees end rotation without collapse. The high strength and high ductility characteristics of these SCS panels make them an economical alternative to the existing protective barrier structures.
author2 57208875766
author_facet 57208875766
Kong S.Y.
Remennikov A.
Uy B.
format Article
author Kong S.Y.
Remennikov A.
Uy B.
author_sort Kong S.Y.
title An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
title_short An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
title_full An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
title_fullStr An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
title_full_unstemmed An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
title_sort experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
publishDate 2023
_version_ 1806427636870676480