Comparative Tests of Beams and Columns Made of Recycled Aggregate Concrete and Natural Aggregate Concrete
By A. Ajdukiewicz, A. Kliszczewicz. 2007
212 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/da66e3c3da8d3b743768b90f424ea3f123e03328
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate (2014, background): “Results of this study also revealed that the RCA beams had higher ultimate deflection compared with the CC beams that has been reported by Ajdukiewicz and Kliszczewicz [10], Sato et al.”
- 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].”
- Concrete with fine recycled aggregates: a review (2014, background): “Ajdukiewicz and Kliszczewicz (2007) performed an extensive series of tests on beams and columns made with both CRA and FRA from demolished precast concrete.”
- Tensile strength behaviour of recycled aggregate concrete (2015, background): “This was observed in all publications studied [26-66].”