Mechanical properties of confined recycled aggregate concrete under axial compression
By Jianzhuang Xiao, Yijie Huang, Jie Yang, Ch. Zhang. 2012
228 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a828e491d3de3631fc4e7fff72365a932c08d7a9
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures (2014, methodology): “It was also shown that the use of glass fiber reinforced plastic (GFRP) or steel to confine RAC is an effective way to eliminate these weaknesses [14-15], making it possible to use RCA in structural members.”
- Behaviour of recycled aggregate concrete filled stainless steel stub columns (2013, unknown): “As mentioned earlier, under uniaxial compression, RAC generally has lower strength, lower elastic modulus, lower ductility, but higher peak strain than normal concrete [14, 22].”