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The behaviour of transverse bar reinforcement of slim floor beams in precast floors

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Standard

The behaviour of transverse bar reinforcement of slim floor beams in precast floors. / Vinberg, Matti; Malaska, Mikko; Peltonen, Simo.

Eurosteel 2014 : 7th European Conference on Steel and Composite Structures, 10.-12.9.2014, Naples, Italy. toim. / Raffaele Landolfo; Federico Mazzolani. Belgium : ECCS - European Convention for Constructional Steelwork, 2014. 33-493.

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Harvard

Vinberg, M, Malaska, M & Peltonen, S 2014, The behaviour of transverse bar reinforcement of slim floor beams in precast floors. julkaisussa R Landolfo & F Mazzolani (toim), Eurosteel 2014 : 7th European Conference on Steel and Composite Structures, 10.-12.9.2014, Naples, Italy., 33-493, ECCS - European Convention for Constructional Steelwork, Belgium.

APA

Vinberg, M., Malaska, M., & Peltonen, S. (2014). The behaviour of transverse bar reinforcement of slim floor beams in precast floors. teoksessa R. Landolfo, & F. Mazzolani (Toimittajat), Eurosteel 2014 : 7th European Conference on Steel and Composite Structures, 10.-12.9.2014, Naples, Italy [33-493] Belgium: ECCS - European Convention for Constructional Steelwork.

Vancouver

Vinberg M, Malaska M, Peltonen S. The behaviour of transverse bar reinforcement of slim floor beams in precast floors. julkaisussa Landolfo R, Mazzolani F, toimittajat, Eurosteel 2014 : 7th European Conference on Steel and Composite Structures, 10.-12.9.2014, Naples, Italy. Belgium: ECCS - European Convention for Constructional Steelwork. 2014. 33-493

Author

Vinberg, Matti ; Malaska, Mikko ; Peltonen, Simo. / The behaviour of transverse bar reinforcement of slim floor beams in precast floors. Eurosteel 2014 : 7th European Conference on Steel and Composite Structures, 10.-12.9.2014, Naples, Italy. Toimittaja / Raffaele Landolfo ; Federico Mazzolani. Belgium : ECCS - European Convention for Constructional Steelwork, 2014.

Bibtex - Lataa

@inproceedings{9d59ec099ae74b408180f93ab0082e50,
title = "The behaviour of transverse bar reinforcement of slim floor beams in precast floors",
abstract = "Typical slim floor construction consists of precast hollow core slabs supported on shallow steel beams. The steel beams are contained within the depth of the floor slab and the floor beams can be detailed as either composite or bare steel beams. The joints between precast elements are reinforced with transverse steel rebars and are then filled with concrete. The transverse bars are installed through holes in the web of a special perforated steel beam profile. In this research the behaviour of the transverse rebars is studied numerically using Abaqus/Cae FEM-modelling software. The aim of this study is to investigate the effects of the transverse reinforcement on the composite beam behaviour and on the crack formation at the longitudinal interface between steel beam web and concrete. The numerical modelling of the transverse rebars and the local behaviour of rebar within the cracked area is of special interest. The numerical analysis results are compared with and validated by experimental test results carried out with similar floor beam structures. Based on the analysis results, the load paths within the slim floor construction and the effect of transverse reinforcement on floor beam behaviour are discussed.",
author = "Matti Vinberg and Mikko Malaska and Simo Peltonen",
year = "2014",
language = "English",
editor = "Raffaele Landolfo and Federico Mazzolani",
booktitle = "Eurosteel 2014",
publisher = "ECCS - European Convention for Constructional Steelwork",

}

RIS (suitable for import to EndNote) - Lataa

TY - GEN

T1 - The behaviour of transverse bar reinforcement of slim floor beams in precast floors

AU - Vinberg, Matti

AU - Malaska, Mikko

AU - Peltonen, Simo

PY - 2014

Y1 - 2014

N2 - Typical slim floor construction consists of precast hollow core slabs supported on shallow steel beams. The steel beams are contained within the depth of the floor slab and the floor beams can be detailed as either composite or bare steel beams. The joints between precast elements are reinforced with transverse steel rebars and are then filled with concrete. The transverse bars are installed through holes in the web of a special perforated steel beam profile. In this research the behaviour of the transverse rebars is studied numerically using Abaqus/Cae FEM-modelling software. The aim of this study is to investigate the effects of the transverse reinforcement on the composite beam behaviour and on the crack formation at the longitudinal interface between steel beam web and concrete. The numerical modelling of the transverse rebars and the local behaviour of rebar within the cracked area is of special interest. The numerical analysis results are compared with and validated by experimental test results carried out with similar floor beam structures. Based on the analysis results, the load paths within the slim floor construction and the effect of transverse reinforcement on floor beam behaviour are discussed.

AB - Typical slim floor construction consists of precast hollow core slabs supported on shallow steel beams. The steel beams are contained within the depth of the floor slab and the floor beams can be detailed as either composite or bare steel beams. The joints between precast elements are reinforced with transverse steel rebars and are then filled with concrete. The transverse bars are installed through holes in the web of a special perforated steel beam profile. In this research the behaviour of the transverse rebars is studied numerically using Abaqus/Cae FEM-modelling software. The aim of this study is to investigate the effects of the transverse reinforcement on the composite beam behaviour and on the crack formation at the longitudinal interface between steel beam web and concrete. The numerical modelling of the transverse rebars and the local behaviour of rebar within the cracked area is of special interest. The numerical analysis results are compared with and validated by experimental test results carried out with similar floor beam structures. Based on the analysis results, the load paths within the slim floor construction and the effect of transverse reinforcement on floor beam behaviour are discussed.

M3 - Conference contribution

BT - Eurosteel 2014

A2 - Landolfo, Raffaele

A2 - Mazzolani, Federico

PB - ECCS - European Convention for Constructional Steelwork

CY - Belgium

ER -