Improvement of the mechanical properties of glass fibre reinforced plastic waste powder filled concrete

By P. Asokan, M. Osmani, A. Price. 2010

168 citations recorded by the source corpus.

Abstract A comprehensive laboratory experiments were conducted to improve the mechanical properties of glass fibre reinforced plastic (GRP) waste powder filled concrete using superplasticiser for widening the scope for GRP waste recycling for different applications. It is imperative to note that the 28 days mean compressive strength of concrete specimens developed with 5–15% GRP waste powder using 2% superplasticiser resulted 70.25 ± 1.43–65.21 ± 0.6 N/mm 2 which is about 45% higher than that of without the addition of superplasticiser (with GRP waste) and about 11% higher than that of the control concrete (without GRP waste) with 2% superplasticiser. The tensile splitting strength of the concrete showed 4.12 ± 0.05–4.22 ± 0.03 N/mm 2 with 5–15% GRP waste powder which is also higher than that of the control concrete (3.85 ± 0.02 N/mm 2 ). The drying shrinkage, initial surface absorption and density of GRP waste filled concrete were evaluated and found better than the desirable quality for use in structural and non-structural applications.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6c1f069e7c0fe0a9d06de4fd238c8aa0f4cdae7c

Citations in the corpus

• Use of recycled plastics in concrete: A critical review. (2016, unknown): “11 shows the results obtained from the existing studies (Albano et al., 2009; Asokan et al., 2010; Babu et al., 2006, 2005; Babu and Babu, 2003; Chaudhary et al., 2014; Chen and Liu, 2004; Choi et al., 2005, 2009; Ferreira et al., 2012; Frigione, 2010; Galvão et al., 2011; Juki et al., 2013; Kan…”