FRP-confined concrete under axial cyclic compression
By L. Lam, Jin-Guang Teng, C. Cheung, Yan Xiao. 2006
354 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/7f27579ab81666a36cd656df7e2e596725d6f91f
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Analysis-oriented stress–strain models for FRP–confined concrete (2007, methodology): “Among these 48 tests, 25 of them have been published (i.e. specimens 01 to 13 in Lam and Teng 2004; specimens 14 to 19 in Lam et al. 2006 and Specimens 20 to 25 in Teng et al. 2007b) and were used in developing Teng et al.’s (2007a) model, the other 23 tests are new tests that have never been…”
- An experimental investigation of crumb rubber concrete confined by fibre reinforced polymer tubes (2014, background): “Researchers have recently shown that confining conventional concrete using FRP increases its axial capacity and ductility [19].”
- Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression (2012, background): “This observation has also been obtained and verified by others for FRP-confined plain concrete cylinders [21–23].”
- CFRP-Confined Square RC Columns. I: Experimental Investigation (2012, background): “Unloading/reloading cycles can postpone the failure of columns, and this phenomenon has also been confirmed from tests by others on FRP-confined concrete cylinders (i.e., Shao et al. 2006; Lam et al. 2006).”
- Hoop strains in FRP-confined concrete columns: experimental observations (2015, background): “133 [5–8, 12, 14, 19, 20, 28–41], indicating that additional targeted investigations are required to gain clearer insights into the hoop rupture strain efficiency of FRP jackets.”
- FRP-confined Concrete Cylinders: Axial Compression Experiments and Strength Model (2010, result): “Using the above model, the compressive strength and axial strain of FRP-confined specimens collected from other studies [25,29,48,49] were predicted, as shown in Tables 7 and 8, which clearly exhibits excellent agreement between the experimental and predicted results.”
- A constitutive model for predicting the lateral strain of confined concrete (2015, neutral): “PC-41-543 [53] 41.”