Autogenous healing of engineered cementitious composites under wet–dry cycles
By Yingzi Yang, Michael D. Lepech, E. Yang, Victor C. Li. 2009
730 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Environmental Engineering
View Paper: https://www.semanticscholar.org/paper/eb9f78666f406b060f912c104e81fadc3ba77fee
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In Civil and Structural Engineering
In Environmental Engineering
Citations in the corpus
- Engineered/strain-hardening cementitious composites (ECC/SHCC) with an ultra-high compressive strength over 210 MPa (2021, background): “For ECC materials, a finer crack width (typically < 100 μm) has been shown critical for its self-healing and durability performance [38].”
- On the use of recycled tire rubber to develop low E-modulus ECC for durable concrete repairs (2013, background): “In addition, crack width smaller than 50 lm, preferably below 10 lm was found to facilitate self-healing behavior in cracked ECC [25], which can further improve the transport properties and corresponding service life of ECC repairs.”
- Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking (2009, background): “Moreover, the lower magnitude of crackwidth is expected to promote self-healing behavior, and thus the transport properties in cracked composites [30–37].”