Fiber-Bridging Constitutive Law of Engineered Cementitious Composites

By E. Yang, Shuxin Wang, Yingzi Yang, Victor C. Li. 2008

500 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/893431c905505897341b2a23c4d17e5f17167118

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. B. Nematollahi
2. J. Sanjayan
3. Faiz Shaikh
4. E. Yang
5. R. Ranade
6. Victor C. Li
7. Duo Zhang
8. Hao-liang Wu

In Civil and Structural Engineering

1. B. Nematollahi
2. J. Sanjayan
3. Faiz Shaikh
4. Victor C. Li
5. E. Yang
6. J. Qiu
7. R. Ranade
8. Guang Ye

Citations in the corpus

• Mechanical and self-healing behavior of low carbon engineered cementitious composites reinforced with PP-fibers (2020, methodology): “During tensioning, fiber bridging stress (the measured tensile load divided by the remaining ligament cross-sectional area after notching) was obtained as a function of the crack opening monitored by two LVDTs attached to the specimen [4].”
• Lattice Discrete Particle Model for Fiber-Reinforced Concrete. I: Theory (2012, methodology): “In the current study, the analytical, semiempirical formulation of Yang et al. (2008) is adopted.”
• Tailoring Engineered Cementitious Composites with local ingredients (2015, methodology): “The orientation effect captured by gB defines the efficiency of fiber bridging [21].”
• Development of engineered cementitious composites with limestone powder and blast furnace slag (2010, background): “Fiber rupture is limited by crack width control attained by a steady state flat crack propagation mode [4].”
• An integrated design method of Engineered Geopolymer Composite (2018, background): “1 J/m2, which is 4e5 times higher than those found in ECC materials [38] [42].”
• Influence of micro-cracking on the composite resistivity of Engineered Cementitious Composites (2014, methodology): “Micromechanical analysis [51] suggests that this region marks a complete chemical debonding (from the matrix) of the fibers with longest embedment lengths (almost half of fiber length) causing a sharp decrease in themagnitude of the declining slope of theσ–δ curves (Fig.”
• Matrix design of strain hardening fiber reinforced engineered geopolymer composite (2016, background): “Repeated formation of such steady-state cracks lead to multiple cracking and PSH behavior of the composite [12].”