DEFORMATION BEHAVIOR OF FIBER-REINFORCED POLYMER REINFORCED ENGINEERED CEMENTITIOUS COMPOSITE (ECC) FLEXURAL MEMBERS UNDER REVERSED CYCLIC LOADING CONDITIONS

By G. Fischer, Victor C. Li. 2003

178 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/3083b10cd844431ddfd8479a54e0dbf9ade237df

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. Christopher K. Y. Leung
2. Victor C. Li
3. Bo-Tao Huang
4. Jian-Guo Dai
5. Jing Yu
6. Jia-Qi Wu
7. Michael D. Lepech
8. Hao-liang Wu

In Civil and Structural Engineering

1. Christopher K. Y. Leung
2. Victor C. Li
3. Jian-Guo Dai
4. Bo-Tao Huang
5. Jing Yu
6. Michael D. Lepech
7. Jia-Qi Wu
8. Hao-liang Wu

Citations in the corpus

• Large-Scale Processing of Engineered Cementitious Composites (2008, background): “(3) is selected for specific application to concrete and mortar particle distribution optimization, which is characterized by a wide range of particle sizes (that is, large aggregate to cement or fly ash).”
• Seawater sea-sand engineered/strain-hardening cementitious composites (ECC/SHCC): Assessment and modeling of crack characteristics (2021, background): “In addition, owing to the tensile strain-hardening and multiple-cracking behaviors of ECC, replacing conventional quasi-brittle concrete by ductile ECC in FRP-reinforced components can improve the deformation compatibility between FRP and concrete, and lower the crack-induced FRP/concrete interfacia”