Micromechanics-Based Durability Study of Polyvinyl Alcohol-Engineered Cementitious Composite
By Victor C. Li, T. Horikoshi, A. Ogawa, Shinji Torigoe, Tadashi Saito. 2004
171 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/cf3188bca7e45530b9f15b02a84ef588d9c69b56
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- On Engineered Cementitious Composites (ECC) (2003, background): “2003), hot and humid weather cycles (Li et al. 2003), are being documented.”
- Durability properties of micro-cracked ECC containing high volumes fly ash (2009, background): “Consequently, the condition for strain hardening is more readily violated in such composites after long-term exposure, leading to unsaturated multiple cracking and associated reduced strain capacity [12].”
- Engineered Cementitious Composites (ECC) Material, Structural, and Durability Performance (2008, unknown): “Green ECC (G-ECC) is designed (Li et al, 2004, Lepech et al, 2007) to maximize material greenness and infrastructure sustainability.”
- Durability study on engineered cementitious composites (ECC) under sulfate and chloride environment (2017, background): “In addition, the durability of ECC under hot and humid environment [22], natural environment [23] and highly alkaline environment [24] were also experimentally studied and demonstrated to be much higher than that of conventional concrete.”