Anchorage strength models for FRP and steel plates bonded to concrete
By Jian fei Chen, Jin-Guang Teng. 2001
1,209 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9d50bd78c2b01b9237a97ad64c40ec70970eb141
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Improved theoretical solution for interfacial stresses in concrete beams strengthened with FRP plate (2006, background): “…stresses through the thickness of adhesive rNi ði ¼ 1; 2Þ longitudinal normal stresses for adherend ‘‘i’’ 1997, 2002; Malek et al., 1998; Saadatmanesh and Malek, 1998; Spadea et al., 1998; Triantafillou and Antonopoulos, 2000; Chen and Teng, 2001, 2003; Bakis et al., 2002; Smith and Teng, 2002a,b).”
- Full-range behavior of FRP-to-concrete bonded joints (2004, methodology): “In particular, Chen and Teng [45] presented a review of most of the studies prior to theirs, assessed available models by comparison with experimental data gathered from the literature, and proposed accurate expressions for the ultimate load and the effective bond length.”
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, neutral): “Debonding is the critical mode of failure of elements strengthened using EB FRP, and several formulations based on available experimental results or theoretical and numerical investigations have been proposed to predict the debonding load [2–6].”
- FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006, background): “Therefore, there exists an effective bond length beyond which an extension of the bond length cannot increase the ultimate load, as in a simple pull test of FRP-to-concrete bonded joints (b = 0, Chen and Teng, 2001).”
- Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, methodology): “Although three models (Neubauer and Rostásy 1997, Chen and Teng 2001, Kanakubo 2003) and the present model give close prediction, significant differences still exist among all these models in a general sense.”
- Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints (2013, methodology): “This database has much more data and wider range of parametric space than that used in other previous works reported in the literature (Bilotta et al. 2011; Chen and Teng 2001; Lu et al. 2005; Wu et al. 2009) and is considered very comprehensive at the moment.”
- Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method (2005, background): “Chen and Teng (2001) reviewed the current models for predicting the bond strength of FRP sheet-concrete interface with different bond lengths.”