Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM) jackets
By T. Triantafillou, C. Papanicolaou. 2005
461 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ff2c7adf15e839a09fe8f242014b708414a34a2b
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- TRM vs FRP jacketing in shear strengthening of concrete members subjected to high temperatures (2016, background): “A variety of parameters has been studied including the performance of TRM versus FRP jackets [4,22,23,26], the number of layers [4,20,22,23,26], the strengthening configuration [21,23], and the end-anchorage of TRM U-jackets in T-beams [20,22,26].”
- Fiber reinforced cement-based composite system for concrete confinement (2012, background): “Promising results were also obtained in increasing the shear strength of RC beams strengthened with carbon and glass FRP laminates [18,19].”
- Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, background): “However, compared to epoxy, inorganic cementitious materials are significantly more brittle and may be difficult to penetrate when fiber sheets/textiles are used as the reinforcing materials [22-29].”
- Textile-reinforced mortar (TRM) versus fiber-reinforced polymers (FRP) in shear strengthening of concrete beams (2015, background): “According to Triantafillou and Papanicolaou [25] the format of Eq.”