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Numerical modelling and parametric assessment of hybrid flat slabs with steel shear heads

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Title: Numerical modelling and parametric assessment of hybrid flat slabs with steel shear heads
Authors: Bompa, DV
Elghazouli, AY
Item Type: Journal Article
Abstract: This investigation examines the performance of hybrid reinforced concrete flat slabs, incorporating fully-integrated shear-heads at connections to steel columns, through a series of numerical evaluations and parametric studies. Validations of the adopted nonlinear finite element procedures, which employ concrete damage plasticity constitutive models, are carried out against experimental results on hybrid members. Complementary verifications on conventional reinforced concrete flat slabs are also undertaken to ensure the reliability of the selected ranges for key modelling parameters. Comparison of the numerical simulations against the test results shows close correlations in terms of ultimate strength, deformations and stress levels in the constituent elements of hybrid members. This is followed by a series of parametric assessments on key structural parameters for hybrid flat slabs with steel shear heads. The results of these investigations enable the identification of three modes of failure as a function of the interaction between the shear-head and surrounding concrete. The findings permit the development of improved analytical models for predicting the response as well as the ultimate strength of such members. In addition, recommendations are given for the determination of shear-head dependent parameters, which are required for practical design purposes, with a particular focus on the embedment length and section size of the shear-head elements. The suggested expressions for assessing the shear-head characteristics offer a more reliable design approach in comparison with existing methods and are suitable for effective practical application and implementation in codified procedures.
Issue Date: 6-Apr-2017
Date of Acceptance: 29-Mar-2017
URI: http://hdl.handle.net/10044/1/46142
DOI: https://dx.doi.org/10.1016/j.engstruct.2017.03.070
ISSN: 1873-7323
Publisher: Elsevier
Start Page: 67
End Page: 83
Journal / Book Title: Engineering Structures
Volume: 142
Issue: 142
Copyright Statement: © 2017 Elsevier Ltd. All rights reserved. This manuscript is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/
Sponsor/Funder: Commission of the European Communities
Funder's Grant Number: RFSR-CT-2012-00031
Keywords: Science & Technology
Technology
Engineering, Civil
Engineering
RC flat slabs
Hybrid steel/concrete
Fully-integrated shear-heads
Numerical modelling
Rotational response
Ultimate behaviour
FINITE-ELEMENT-ANALYSIS
PLASTIC-DAMAGE MODEL
PUNCHING SHEAR
CONCRETE SLABS
REINFORCEMENT
COLUMN
CONNECTIONS
STRENGTH
COEFFICIENT
RESISTANCE
Civil Engineering
0905 Civil Engineering
Publication Status: Published
Appears in Collections:Faculty of Engineering
Civil and Environmental Engineering



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