Study and Behaviour of Prefabricated Composite Cladding
P Sai Avinash,N Thiagarajan,A. S. Santhi +2 more
- Vol. 80, Iss: 1, pp 012034
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TLDR
In this article, the compressive load carrying capacity of the amalgamated assembly, both in presence and absence of Glass Fibre Reinforced polymer laminates (GFRPL) on either side of Ferrocement cladding, has been experimented.Abstract:
The incessant population rise entailed for an expeditious construction at competitive prices that steered the customary path to the light weight structural components. This lead to construction of structural components using ferrocement. The load bearing structural cladding, sizing 3200x900x100 mm, is chosen for the study, which, is analyzed using the software ABAQUS 6.14 in accordance with the IS:875-87 Part1, IS:875-87 Part2, ACI 549R-97, ACI 318R-08 and NZS:3101-06 Part1 standards. The Ferrocement claddings (FCs) are fabricated to a scaled dimension of 400x115x38 mm. The light weight-high strength phenomena are corroborated by incorporating Glass Fibre Reinforced Polymer Laminates (GFRPL) of thickness 6mm, engineered with the aid of hand layup (wet layup) technique wielding epoxy resin, followed by curing under room temperature. The epoxy resin is employed for fastening ferrocement cladding with the Glass fiber reinforced polymer laminate, with the contemporary methodology. The compressive load carrying capacity of the amalgamated assembly, both in presence and absence of Glass Fibre Reinforced polymer laminates (GFRPL) on either side of Ferrocement cladding, has been experimented.read more
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Journal ArticleDOI
Response of pre-cast reinforced composite sandwich panels to axial loading
TL;DR: In this paper, the results of an experimental and numerical study of precast reinforced composite sandwich panels were presented, and a semi-empirical formula was proposed to better fit the experimental and the FEA results.
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TL;DR: In this paper, the axial load-bearing capacity of precast foamed concrete sandwich panels (PFCSPs) was investigated under axial loads and a semi-empirical formula was proposed based on the laboratory test and finite element analysis results.
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