Technical Papers
Oct 29, 2019

FEM-Based Numerical Strategy for Analysis of Composite Modular Floor Prototype for Emergency Housing Applications

Publication: Journal of Structural Engineering
Volume 146, Issue 1

Abstract

This paper presents a numerical modeling strategy based on the finite-element method (FEM) for the analysis of a temporary residential floor prototype composed of three jointed composite floor sandwich panels made of glass fiber–reinforced polymer (GFRP) skins, a polyurethane foam core (PU), and pultruded U-shaped GFRP profiles used as ribs. Panels are supported on a GFRP pultruded frame structure. A three-dimensional (3D) nonlinear finite-element approach was adopted considering geometric and material nonlinearities and adherent surfaces interaction. The numerical simulations were coherently validated with experimental results, showing their ability to capture the mechanical performance of a single panel (which includes the possibility of local instability on the GFRP skin), two and three panels working together, and the whole prototype. A series of parametric studies was conducted using the adopted numerical model in order to assess (1) the influence of the ribs on the panel stiffness and on the shear stresses distribution through the sandwich panel’s components, (2) the flexibility of the designed connections between jointed panels and frame structure, and (3) the influence of geometry in the modular housing.

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Acknowledgments

This work is part of the research project ClickHouse—Development of a prefabricated emergency house prototype made of composites materials, involving ALTO—Perfis Pultrudidos, CERis/Instituto Superior Técnico, and ISISE/University of Minho, supported by FEDER funds through the Operational Program for Competitiveness Factors—COMPETE and the Portuguese National Agency of Innovation (ADI) (Project No. 38967). Special thanks are given to ALTO—Perfis Pultrudidos, who manufactured all the elements (GFRP profiles and sandwich panels) involved in the research. The numerical simulations were performed in collaboration with the Department of Construction Engineering of the Universitat Politècnica de València.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 1January 2020

History

Received: Jul 4, 2018
Accepted: Apr 29, 2019
Published online: Oct 29, 2019
Published in print: Jan 1, 2020
Discussion open until: Mar 29, 2020

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Hassan Abdolpour, Ph.D. [email protected]
Civil Engineer Researcher, Young Researchers and Elite Club, Tabriz Branch, Islamic Azad Univ., Tabriz 51787-15334, Iran (corresponding author). Email: [email protected]
Assistant Professor, Dept. of Geotechnical and Geological Engineering, Univ. Politècnica de València, València, Spain. ORCID: https://orcid.org/0000-0003-4512-7067. Email: [email protected]
José M. Sena-Cruz [email protected]
Associate Professor, Dept. of Civil Engineering, Institute for Sustainability and Innovation in Structural Engineering, Institute of Science and Innovation for Bio-Sustainability, Univ. of Minho, Campus de Azurém, 4810-058 Guimarães, Portugal. Email: [email protected]
Joaquim A. O. Barros [email protected]
Full Professor, Dept. of Civil Engineering, ISISE, Institute of Science and Innovation for Bio-Sustainability, Univ. of Minho, Campus de Azurém, 4810-058 Guimarães, Portugal. Email: [email protected]
Isabel B. Valente [email protected]
Assistant Professor, Dept. of Civil Engineering, ISISE, Institute of Science and Innovation for Bio-Sustainability, Univ. of Minho, Campus de Azurém, 4810-058 Guimarães, Portugal. Email: [email protected]

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