Fire performance of recycled rubber-filled high-strength concrete
By F. Hernández-Olivares, G. Barluenga. 2004
270 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ebbb5d473fb381e53ee134d47fc2c4229e352a0e
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
- Khalid Battal Najim
- M. R. Hall
- Mehmet Gesoğlu
- M. Guadagnini
- E. Güneyisi
- K. Pilakoutas
- N. F. Medina
- X. Shu
In Civil and Structural Engineering
- Khalid Battal Najim
- M. R. Hall
- X. Shu
- Baoshan Huang
- M. Guadagnini
- Mehmet Gesoğlu
- K. Pilakoutas
- N. F. Medina
Citations in the corpus
- A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC) (2010, methodology): “Predictably, the modulus of elasticity, usually determined by the ultrasonic pulse velocity meter, of rubberised concrete decreases against increasing quantities of rubber aggregate replacement [41,54] and regardless of aggregate shape [55].”
- Strength development and chloride penetration in rubberized concretes with and without silica fume (2007, methodology): “Hernandez-Olivares et al. [ 35 ] used the rubber aggregates to improve fire resistance of the high strength concrete.”
- Influence of proportion and particle size gradation of rubber from end-of-life tires on mechanical, thermal and acoustic properties of plaster–rubber mortars (2013, background): “In addition, the thermal performance [14,15], the behavior under fire [16] as well as the chemical stability of the cement concrete with crumbed rubber and the possible existence of new phases in rubberized concrete [17] have also been of study interest.”
- Composites with recycled rubber aggregates: Properties and opportunities in construction (2018, methodology): “Hernandez-Olivares (2004) used a low amount of 2-8 mm rubber (3% aggregate volume fraction) to reduce spalling in concrete under fire, without evident reductions in concrete strength.”
- Rubber modified concrete improved by chemically active coating and silane coupling agent (2013, background): “Research has suggested that rubber modified PCC can effectively increase the ductility and prevent brittle failures [15,16].”