A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of large scale cladding sandwich panels composed of GFRP skins and ribs and polyurethane foam core
Abstract This paper addresses the numerical modeling of lightweight sandwich panels intended for cladding of buildings. The proposed sandwich panels are composed of woven glass fiber reinforced polymer (GFRP) skins and ribs and soft polyurethane foam core, which provides excellent insulation. The panels are designed to resist wind loading. A robust 3D FE model was developed for the large scale panels (9145×2440×78mm3) tested under transverse loading. The model accounts for material nonlinearities; most pronounced in the soft polyurethane core and in the [0/90] GFRP ribs under shear, as well as geometric nonlinearities in the form of a reduction in panel thickness due to the soft core. The model captures both stability and material failure modes, essentially skin wrinkling and crushing in compression. It was then successfully validated using experimental results. Failure of the tension skin never occurred in this type of panels as compression skin wrinkling and crushing consistently governed. The cladding panel was shown to satisfy design code requirements in terms of strength and stiffness.
Highlights New insulated sandwich panel with fiberglass skins for cladding of buildings. 3D finite element model for panel under simulated wind pressure. Material nonlinearity of soft polyurethane core included. Geometric nonlinearity of the compressible core included. Stability and material failures including thin skin wrinkling included.
Analysis of large scale cladding sandwich panels composed of GFRP skins and ribs and polyurethane foam core
Abstract This paper addresses the numerical modeling of lightweight sandwich panels intended for cladding of buildings. The proposed sandwich panels are composed of woven glass fiber reinforced polymer (GFRP) skins and ribs and soft polyurethane foam core, which provides excellent insulation. The panels are designed to resist wind loading. A robust 3D FE model was developed for the large scale panels (9145×2440×78mm3) tested under transverse loading. The model accounts for material nonlinearities; most pronounced in the soft polyurethane core and in the [0/90] GFRP ribs under shear, as well as geometric nonlinearities in the form of a reduction in panel thickness due to the soft core. The model captures both stability and material failure modes, essentially skin wrinkling and crushing in compression. It was then successfully validated using experimental results. Failure of the tension skin never occurred in this type of panels as compression skin wrinkling and crushing consistently governed. The cladding panel was shown to satisfy design code requirements in terms of strength and stiffness.
Highlights New insulated sandwich panel with fiberglass skins for cladding of buildings. 3D finite element model for panel under simulated wind pressure. Material nonlinearity of soft polyurethane core included. Geometric nonlinearity of the compressible core included. Stability and material failures including thin skin wrinkling included.
Analysis of large scale cladding sandwich panels composed of GFRP skins and ribs and polyurethane foam core
Sharaf, Tarek (author) / Fam, Amir (author)
Thin-Walled Structures ; 71 ; 91-101
2013-05-17
11 pages
Article (Journal)
Electronic Resource
English
| British Library Conference Proceedings | 2015