Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study
By Jin-Guang Teng, Jin Zhang, Scott T. Smith. 2002
191 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4b5900a306451017a174a28eeb4a0aa62fa2466e
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
- Jian fei Chen
- Jin-Guang Teng
- Guangming Chen
- Y. Tao
- Yufei Wu
- Scott T. Smith
- Jian-Guo Dai
- Togay Ozbakkaloglu
In Civil and Structural Engineering
- Jian fei Chen
- Jin-Guang Teng
- Guangming Chen
- Y. Tao
- Yufei Wu
- Scott T. Smith
- Jian-Guo Dai
- Togay Ozbakkaloglu
Citations in the corpus
- Meso-scale finite element model for FRP sheets/plates bonded to concrete (2005, unknown): “[5,6]).”
- Finite-element modeling of intermediate crack debonding in FRP-plated RC beams (2011, background): “…the following considerations: 1) both closed-form analytical solutions (e.g. Smith and Teng 2001) and careful linear elastic finite analyses (e.g. Teng et al. 2002a) have shown that the interfacial normal stress of the FRP-to-concrete bondline away from the plate ends is very small compared to…”