Flexural Behaviors of Glass Fiber-Reinforced Polymer (GFRP) Reinforced Engineered Cementitious Composite Beams

By Victor C. Li, Shuxin Wang. 2002

149 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/53461f5f0f2c13f96a1afeb2a1a5476782651447

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. Shuxin Wang
5. R. Ranade
6. M. Şahmaran
7. Zhigang Zhang
8. Christopher K. Y. Leung

In Civil and Structural Engineering

1. Victor C. Li
2. E. Yang
3. Yingzi Yang
4. Shuxin Wang
5. R. Ranade
6. N. De Belie
7. M. Şahmaran
8. B. Nematollahi

Citations in the corpus

• 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.”
• Engineered Cementitious Composites (ECC) Material, Structural, and Durability Performance (2008, unknown): “These include high modulus polyethylene (PE) fibers (Li, 1993; Li and Wang, 2002; Kamal et al, 2007) and polypropylene (pp) fibers (Takashima et al, 2003; Yang and Li, 2007).”
• Ductility characteristics of fiber-reinforced-concrete beams reinforced with FRP rebars (2011, background): “Li and Wang [8] reported that the beams reinforced with GFRP rebars in FRC using engineered cementitious composite material showed much better flexural behavior.”