2026-04-19T17:24:34Zhttps://riubu.ubu.es/oai/requestoai:riubu.ubu.es:10259/61882022-11-24T01:05:39Zcom_10259_6171com_10259_5086com_10259_2604col_10259_6172
Repositorio Institucional de la Universidad de Burgos
author
Revilla Cuesta, Víctor
author
Skaf Revenga, Marta
author
Santamaría, Amaia
author
Ortega López, Vanesa
author
Manso Villalaín, Juan Manuel
2021-11-19T09:46:59Z
2021-11-19T09:46:59Z
2021-07
0950-0618
http://hdl.handle.net/10259/6188
10.1016/j.conbuildmat.2021.123426
Plastic strain behavior in the transversal direction to the axis of loading has often been underestimated in concrete design and its strength performance. However, as this article demonstrates, it is fundamental to define the viability of using concrete of a certain composition in real applications. In this study, 15 Self-Compacting Concrete (SCC) mixtures produced with Recycled Concrete Aggregate (RCA) and Ground Granulated Blast Furnace Slag (GGBFS) were subjected to a monotonic-load test and a 5-cycle loading/unloading test with increasing maximum loads. Continuous monitoring of the applied loads and the SCC strain was performed. In the transversal direction, these tests caused the appearance of a yield step, cracking by vertical splitting, and higher levels of deformability than in the longitudinal direction. It was concluded that the RCA content of SCC should be defined according to serviceability conditions when used in compressed elements, to safeguard against failure due to transversal plastic strain.
eng
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Self-Compacting Concrete (SCC)
Recycled Concrete Aggregate (RCA)
Plastic behavior
Stress–strain curves
Longitudinal and transversal strain
Loading/unloading test
Assessment of longitudinal and transversal plastic behavior of recycled aggregate self-compacting concrete: A two-way study
info:eu-repo/semantics/article
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URL
https://riubu.ubu.es/bitstream/10259/6188/5/Revilla-Cbm1_2021.pdf
File
MD5
2a0154977ec084d716af26f3d2d2429f
8040159
application/pdf
Revilla-Cbm1_2021.pdf