FRP-strengthened RC beams. II: assessment of debonding strength models
By Scott T. Smith, Jin-Guang Teng. 2002
331 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/fb9856bb03a4e9ebfa01a103d64fae612a5d4a11
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Experimental study on FRP-to-concrete bonded joints (2005, background): “An important issue in the strengthening of concrete structures using FRP composites is to design against various debonding failure modes, some of which were first studied for concrete beams bonded with a steel plate, including: (a) cover separation [3–5]; (b) plate end interfacial debonding [3,4,6];”
- Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, background): “9 high shear force but little or no moment (simply ‘shear debonding’) [33-43].”
- Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet (2018, unknown): “Externally bonded FRP has been intensively used in the flexural strengthening of RC 54 beams [10-16].”
- A review on FRP composites applications and durability concerns in the construction sector (2013, methodology): “The effectiveness of flexural strengthening of RC beams with FRP is evident from the large database of experiments, reported by Smith and Teng.(50,51)”
- Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams (2003, methodology): “In this section, the results of the experimental investigation (Table 5) are compared with a plate end debonding strength model recently proposed by Smith and Teng (2002b).”
- 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).”