Cracking mechanisms in durable sisal fiber reinforced cement composites
By F. Silva, barzin mobasher, R. D. T. Filho. 2009
261 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Polymers and Plastics
View Paper: https://www.semanticscholar.org/paper/4d410b3cfd834c43460b87785e1db9d56929b666
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
- R. D. T. Filho
- M. Ardanuy
- J. Claramunt
- I. Low
- T. Alomayri
- F. Silva
- Faiz Shaikh
- Eduardo Moraes Rego Fairbairn
In Civil and Structural Engineering
In Polymers and Plastics
Citations in the corpus
- Cellulosic fiber reinforced cement-based composites: A review of recent research (2015, methodology): “In this sense, Toledo Filho and co-workers [40-46] have successfully prepared high-performance cement composites reinforced with aligned sisal strands with the following methodology: firstly the long fibers are cut to the size of the molds, weighed and separated into different layers, resulting in a”
- Physical and mechanical properties of durable sisal fiber–cement composites (2010, background): “The CSFRC presents enhanced strength and ductility which is primarily governed by the composite action when matrix cracks and the fibers bridge them to transfer the loads, allowing a distributed microcrack system to develop [10].”
- Biocomposites reinforced with natural fibers: 2000–2010 (2012, unknown): “Investigations were also carried out using cement as a matrix for sisal fiber reinforced composites focusing on their cracking micro-mechanisms [92], and the effects of accelerated carbonation on cementitious roofing [93].”
- Synthesis and mechanical properties of cotton fabric reinforced geopolymer composites (2014, background): “Generally, crack deflection, debonding and bridging of fibres slows down the crack propagation in fibre reinforced composites and increase the fracture energy [32-37].”