Flexural Behavior of Reinforced Recycled Concrete Beams
By R. Sato, I. Maruyama, Takahisa Sogabe, Masaru Sogo. 2007
219 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/e211d7202258103a817b9b9d8859f33deb5d610a
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Flexural behavior of reinforced recycled aggregate concrete beams under short-term loading (2012, unknown): “The NAC of control beams was made with the same free water-to-cement ratio as RAC [2, 30], or with the same compressive strength as RAC (our own investigation), or with the same total mortar volume as in RAC [11].”
- An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate (2014, methodology): “[11] tested 37 beams with three different longitudinal reinforcement ratio (0.”
- Prediction of the shrinkage behavior of recycled aggregate concrete: A review (2015, background): “Although, in some studies [85,97], the incorporation of fine RA led to shrinkage increase from 80% to 175%, most cases [29,30,33,74,86] have shown that fine RA may produce concrete with only 25–55% greater shrinkage than the corresponding NAC.”