Measuring and modifying interface properties of PVA fibers in ECC matrix

By C. Redon, Victor C. Li, Cynthia Wu, Hideki Hoshiro, Tadashi Saito, A. Ogawa. 2001

508 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Pollution

View Paper: https://www.semanticscholar.org/paper/d4d55695db2c61a40b99a5ee147a9d65af6d2779

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Victor C. Li
2. R. Ranade
3. Mingzhong Zhang
4. E. Yang
5. Navid Ranjbar
6. Zhigang Zhang
7. Qian Zhang
8. S. Qian

In Pollution

1. Victor C. Li
2. R. Ranade
3. Mingzhong Zhang

Citations in the corpus

• Durability study on engineered cementitious composites (ECC) under sulfate and chloride environment (2017, background): “The details of specimen preparation and test configuration can be found in [39].”
• Performance of an alkali-activated slag concrete reinforced with steel fibers (2010, background): “Thus it is desirable to have composites that exhibit strain-hardening behaviour achieved through multiple cracking of the reinforced matrix [35].”
• Fiber-Bridging Constitutive Law of Engineered Cementitious Composites (2008, methodology): “The apparent fiber strength σfu and fiber strength reduction coefficient f’ were measured by single fiber in-situ strength test (Kanda and Li 1998) and interface properties τ0, Gd, and β were measured by single fiber pullout test (Redon et al. 2001).”
• Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC (2014, background): “However, the PE fiber is very expensive and alternative polymer fibers, particularly Polyvinyl Alcohol (PVA), were explored for producing ECC [8–10].”
• Strain hardening fiber reinforced alkali-activated mortar – A feasibility study (2012, methodology): “This can be verified with the fracture toughness test, single fiber pullout test [24] and micromechanical fiber bridging analysis [25,26].”
• Fiber-reinforced geopolymer composites: A review (2020, background): “Also, high chemical bonding compounded with low lateral resistance of the PVA fibers leads to a tendency towards fiber rupture, and thus limits the tensile strain capacity of the composite [83, 86, 87].”
• Water permeability of engineered cementitious composites (2009, unknown): “[33].”
• An integrated design method of Engineered Geopolymer Composite (2018, methodology): “[36]), a verification experiment is important to verify the composite tensile behavior that was predicted based on the measured micromechanical parameters.”