Physical and mechanical behaviour of recycled PET fibre reinforced mortar
By L. Oliveira, João Castro-Gomes. 2011
233 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/10643f2a9e2dc976968b2c9d8a4f2a7b2f2ae955
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- S. Spadea
- Fernando Fraternali
- Tony Collister
- R. Tuladhar
- Owen Baldacchino
- Mark Combe
- N. Sivakugan
- F. Shi
In Civil and Structural Engineering
- S. Spadea
- Fernando Fraternali
- Tony Collister
- R. Tuladhar
- Owen Baldacchino
- Mark Combe
- N. Sivakugan
- F. Shi
Citations in the corpus
- Early age performance and mechanical characteristics of recycled PET fibre reinforced concrete (2016, background): “This kind of a thorough investigation hardly could be found in the literature so far, referenced studies dealing with either one or the other single property, and, but for one study [15] on mortar reinforced with R-PET fibres from shredded bottles, all focused on processed PET fiber spinning product”
- Effects of recycled PET fibres on the mechanical properties and seawater curing of Portland cement-based concretes (2014, methodology): “There is a general agreement in the literature about the beneficial effects of R-PET fibres on the first-crack strength and/or the fracture toughness of R-PET fibre-reinforced concretes (RPETFRCs) and mortars [1–9].”
- Fresh and hardened properties of self-compacting concrete containing plastic bag waste fibers (WFSCC) (2015, methodology): “[23], used fibers made from recycled PET bottles in reinforced mortar.”
- Use of macro plastic fibres in concrete: A review (2015, background): “214 Similar trends were also reported by de Oliveira and Castro-Gomes [50], Ochi, Okubo et al.”
- Use of recycled plastics in concrete: A critical review. (2016, unknown): “Most of the studies observed that the flexural strength of concrete increased upon the addition of PF (Bagherzadeh et al., 2011; de Oliveira and Castro-Gomes, 2011; López-Buendía et al., 2013; Mazaheripour et al., 2011; Nili and Afroughsabet, 2010; Ochi et al., 2007; Pelisser et al., 2012; Ramadevi…”