Fracturing behaviors of FRP-strengthened concrete structures

By Zhishen Wu, J. Yin. 2003

147 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/c5836fd8f7f752f22b0273a770a58614b3ccd72c

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. Jin-Guang Teng
2. Jian-Guo Dai
3. J. Yao
4. Hong Yuan
5. Tamon Ueda
6. Jian fei Chen
7. Yasuhiko Sato
8. R. Seracino

In Civil and Structural Engineering

1. Jin-Guang Teng
2. Jian-Guo Dai
3. Hong Yuan
4. J. Yao
5. Tamon Ueda
6. Yasuhiko Sato
7. R. Seracino
8. Zhishen Wu

Citations in the corpus

• Full-range behavior of FRP-to-concrete bonded joints (2004, background): “[48,49]) indicate that the bilinear model shown in Fig.”
• Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “…have shown quantitatively how the interface bond strength or local bond stress-slip property influences peak flexural or shear strength of RC members retrofitted with FRP externally (Khalifa et al. 1998, Kamiharako et al. 2001, Yokota 2002, Chen and Teng 2003, Teng et al. 2003, Wu and Yin 2003).”