Effect of residual mortar on compressive properties of modeled recycled coarse aggregate concrete

Construction and Building Materials（2023）

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摘要

•Developed a FEA model for six-phase MRCAC.•Studied the influence of MRCA replacement rate and residual mortar thickness on compressive performance of recycled concrete.•Clarified coverage and adhesion amount of old cement mortar by statistical methods and analysis results.

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关键词

Modeled recycled coarse aggregate (MRCA), Modeled recycled coarse aggregate concrete (MRCAC), Coverage rate, Adherence amount, Finite element analysis

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