Influence of Matrix Ductility on Tension-Stiffening Behavior of Steel Reinforced Engineered Cementitious Composites (ECC)

By G. Fischer, Victor C. Li. 2002

282 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/d6bf1dfce1b11197e7f8ff219b6a08915ee459c2

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. Victor C. Li
2. Sherif El-Tawil
3. E. Yang
4. Jinlong Pan
5. K. Wille
6. V. Mechtcherine
7. Kequan Yu
8. G. V. van Zijl

In Civil and Structural Engineering

1. Victor C. Li
2. Sherif El-Tawil
3. E. Yang
4. K. Wille
5. Jinlong Pan
6. A. Naaman
7. S. Pyo
8. V. Mechtcherine

Citations in the corpus

• Effect of fiber reinforcement on the response of structural members (2007, background): “Further details of this experimental investigation on the tension stiffening effect of ECC can be found in [8].”
• On the emergence of 3D printable Engineered, Strain Hardening Cementitious Composites (ECC/SHCC) (2020, background): “Several studies [31,32] illustrated that the amount of shear reinforcement can be minimized or eliminated altogether, all the while, maintaining structural performance in fully reversed cyclic loading.”
• DEFORMATION BEHAVIOR OF FIBER-REINFORCED POLYMER REINFORCED ENGINEERED CEMENTITIOUS COMPOSITE (ECC) FLEXURAL MEMBERS UNDER REVERSED CYCLIC LOADING CONDITIONS (2003, methodology): “In particular, the interfacial bond mechanism in FRP-reinforced ECC is affected by this interaction, where compatible tensile deformations of reinforcement and matrix on a macroscale prevent relative slip and therefore reduce activation of interfacial bond stress (Fischer and Li 2002a).”
• Strain rate dependent properties of ultra high performance fiber reinforced concrete (UHP-FRC) under tension (2015, background): “Examples of such research efforts can be found in References[6, 8-12].”
• Engineered Cementitious Composites (ECC) Material, Structural, and Durability Performance (2008, unknown): “Fischer and Li (2002) studied the behavior of R/ECC flexural elements under reversed cyclic loading.”
• Tailoring engineered cementitious composites for impact resistance (2012, background): “Synergistic interaction between reinforcing steel and ECC was also observed in other R/ECC elements subjected to quasi-static loading [17].”