Effect of fiber reinforcement on the response of structural members

By G. Fischer, Victor C. Li. 2007

194 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ad88400c36bb43f77c6780b36a46e2c7025a278d

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

1. R. A. Abu Al-Rub
2. Yuzhou Zheng
3. Wenwei Wang
4. P. Soroushian
5. John C. Brigham

In Civil and Structural Engineering

1. Bryan M. Tyson
2. R. A. Abu Al-Rub
3. Nastran Abdol
4. P. Soroushian
5. A. Balachandra
6. A. Peyvandi
7. A. Naqi
8. Yuzhou Zheng

Citations in the corpus

• Effect of multi-walled carbon nanotubes (MWCNTs) on the strength development of cementitious materials (2019, background): “To control the aforementioned problem researchers started testing macrofibres and microfibers as a mean of reinforcement in cementitious composites at micro level [5,6].”
• Acoustic emission behavior of steel fibre reinforced concrete under bending (2009, unknown): “It should be noted, that the maximum load increases significantly with fibre reinforcement [4,5].”
• Carbon Nanotubes and Carbon Nanofibers for Enhancing the Mechanical Properties of Nanocomposite Cementitious Materials (2011, background): “Grunlan et al. (2008) conducted research on the use of polyacrylic acid (PAA) and polyallylamine hydrochloride (PAH) as a means to control the dispersion of nonfunctionalized carbon nanotubes based on the pH of the solution.”
• Surface-modified graphite nanomaterials for improved reinforcement efficiency in cementitious paste (2013, background): “While micro-scale fibers are used to overcome the brittleness of cementitious materials [4–12], graphite nanomaterials offer the promise to significantly enhance the moisture barrier and tensile strength of cementitious materials.”
• Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, background): “Meanwhile, the use of ECCs as the bonding adhesive is expected to be able to suppress the intermediate crack-induced debonding failure in typical strengthened beams and avoid local stress concentrations at the interface between the strengthening layer and the substrate concrete due to the multiple c”