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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2024, Vol. 43 ›› Issue (1): 276-286.

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Modeling of Irregular Recycled Aggregates and Numerical Simulation of Recycled Aggregate Concrete

HU Yanbo1, GAO Peng1,2,3,4, LI Jingzhe1, ZHANG Guohui5, WANG Guotao6, DONG Shuaizhi1, CHU Yuting1, ZHAN Binggen1,2,3,4, YU Qijun1,2,3,4   

  1. 1. School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China;
    2. Cement Based Materials Low Carbon Technology and Equipment Engineering Research Center of the Ministry of Education, Hefei 230009, China;
    3. Anhui Province Cement Based Materials Low Carbon Technology Engineering Research Center, Hefei 230009, China;
    4. Anhui Key Laboratory of Civil Engineering Structures and Materials, Hefei 230009, China;
    5. China Railway No.4 Engineering Group Co., Ltd., Hefei 230022, China;
    6. Hainan Yangtong New Materials Co., Ltd., Danzhou 578101, China
  • Received:2023-07-28 Revised:2023-10-21 Online:2024-01-15 Published:2024-01-16

Abstract: Traditional recycled aggregate concrete (RAC) models mostly use basic geometries to represent recycled aggregate (RA) structures, which is quite different from the actual situation. In this paper, a real two-dimensional aggregate database was constructed by combining digital image technology and Fourier descriptor method, and a new method for random generation of RA based on aggregate overlap method was proposed. A new rapid placement algorithm suitable for Fourier reconstituted aggregate was proposed based on the coarse determination of the outer rectangular box/inscribed circle and the fine determination based on the overlap box. And the construction of RAC meso-structure with different RA substitution rates and RA residual mortar content was realized. Based on the cohesive zone model, a numerical model was established based on the meso-structure of randomly generated RAC, and the effects of RA substitution rate and RA residual mortar content on the uniaxial tensile performance of RAC were studied. The results show that the tensile strength and elastic modulus of RAC decrease with the increase of RA substitution rate and RA residual mortar content, but the peak strain does not change much. The RA model is more realistic, and the content and distribution of adhesion mortar can be adjusted independently.

Key words: Fourier reconstruction, recycled aggregate, recycled aggregate concrete, meso-structure, aggregate placement algorithm, cohesive zone model

CLC Number: