Structural Characterization of Foamed Composite Structural Insulated Panel with Coir for Load Bearing Wall Application

Jericson H. Advincula; Dustin Glenn C. Cuevas; Allan Dave A. Dela Cruz; John Paul D. Carreon

doi:10.4028/www.scientific.net/MSF.934.222

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HomeMaterials Science ForumMaterials Science Forum Vol. 934Structural Characterization of Foamed Composite...

Structural Characterization of Foamed Composite Structural Insulated Panel with Coir for Load Bearing Wall Application

Abstract:

Permanent formwork building system is a method that uses the formwork as a contributor to the load bearing capacity of the structure. This study characterized the proposed foamed composite structural insulated panel (CSIP) with coir for load bearing wall application in low rise construction. The percentage of coir in foamed concrete that could significantly increase the compressive and flexural strength of the panel considering the effect of coir to the workability of the foamed concrete were determined. The results showed that the samples with 0.5% coir had the maximum increase in its compressive and flexural capacity and further addition of coir decreases its capacities. The results also showed that it could carry the required design loads. Moreover, using Euler’s buckling equation for the effect of slenderness, the panel could be used as exterior wall for a height of 2m, 3m, and 4m and as interior wall for a height of 2m and 3m. It can be concluded that the proposed panel could be used as a load bearing wall in low rise construction.

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Periodical:

Materials Science Forum (Volume 934)

Pages:

222-226

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.934.222

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Online since:

October 2018

Authors:

Jericson H. Advincula, Dustin Glenn C. Cuevas, Allan Dave A. Dela Cruz, John Paul D. Carreon*

Keywords:

Coir, Composite Structural Insulated Panel, Foamed Concrete, Formwork System

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