EFFECT OF MATRIX DUCTILITY ON DEFORMATION BEHAVIOR OF STEEL-REINFORCED ECC FLEXURAL MEMBERS UNDER REVERSED CYCLIC LOADING CONDITIONS

By G. Fischer, Victor C. Li. 2002

264 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/c27f4f477fb4b440a2b4ea5fadd8e6a8250c03e7

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. E. Yang
3. Yingzi Yang
4. Mo Li
5. G. Fischer
6. Shuxin Wang
7. R. Ranade
8. M. Şahmaran

In Civil and Structural Engineering

1. Victor C. Li
2. E. Yang
3. Yingzi Yang
4. Mo Li
5. G. Fischer
6. Shuxin Wang
7. R. Ranade
8. N. De Belie

Citations in the corpus

• Effect of fiber reinforcement on the response of structural members (2007, background): “Further details of the investigation on the effect of ECC on the flexural deformation behavior of structural members under reversed cyclic loading can be found in [9].”
• 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.”
• Rheology, fiber dispersion, and robust properties of Engineered Cementitious Composites (2013, background): “It has been demonstrated experimentally that R/ECC structural members, such as beams [4], columns [5], walls [6], and connections [7] surpass M.”
• Fiber-Bridging Constitutive Law of Engineered Cementitious Composites (2008, background): “…that R/ECC structural members surpass normal R/C structural members in structural load carrying capacity, deformability, and energy absorption capacity under monotonic (Li and Wang 2002), reverse cyclic (Fischer and Li 2002, Fukuyama et al, 1999), and impact (Zhang et al. 2005) loading.”