Precast and prestressed hollow-core concrete slabs are widely used in construction. The combination of low self-weight and high strength of such slabs makes it possible to design floors with long spans. However, this also implies that the slabs are sensitive to human-induced vibrations. The purpose of this work was to develop a methodology to implement finite-shell-element models that can be used to analyse the dynamic behaviour of hollow-core concrete slabs. Three different shell models with different material properties (orthotropic material, isotropic material with strips and isotropic material) were designed and tested. The models were calibrated and assessed using experimental results obtained on a test structure of dimensions 10 m × 7·2 m consisting of six hollow-core elements.
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May 2019
Research Article|
March 12 2018
Finite-shell-element models for the dynamic analysis of hollow-core concrete floor Available to Purchase
Fangzhou Liu;
Fangzhou Liu
KTH Division of Structural Engineering and Bridges, Stockholm, Sweden
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Jean-Marc Battini;
Jean-Marc Battini
KTH Division of Structural Engineering and Bridges, Stockholm, Sweden (corresponding author: jean-marc.battini@byv.kth.se)
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Costin Pacoste
Costin Pacoste
KTH Division of Structural Engineering and Bridges, Stockholm, Sweden; ELU Konsult, Stockholm, Sweden
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Publisher: Emerald Publishing
Received:
October 19 2017
Revision Received:
February 12 2018
Accepted:
February 15 2018
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2018
Magazine of Concrete Research (2019) 71 (10): 519–532.
Article history
Received:
October 19 2017
Revision Received:
February 12 2018
Accepted:
February 15 2018
Citation
Liu F, Battini J, Pacoste C (2019), "Finite-shell-element models for the dynamic analysis of hollow-core concrete floor". Magazine of Concrete Research, Vol. 71 No. 10 pp. 519–532, doi: https://doi.org/10.1680/jmacr.17.00480
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