Study of three-dimensional concrete shrinkage crack behavior using a mesoscale concrete model with actual geometry and random aggregate

Author:

JIN Hao,ZHOU YuLiang

Publisher

Science China Press., Co. Ltd.

Subject

Computer Networks and Communications,Control and Systems Engineering

Reference38 articles.

1. Peng Q M. Research on control of shrinkage cracks in super-long concrete structure (in Chinese). Dissertation for Doctoral Degree. Tianjin: Tianjin University, 2012 [彭全敏. 超长混凝土结构收缩裂缝控制研究. 博士学位论文. 天津: 天津大学, 2012].

2. Bertagnoli G, Mancini G, Tondolo F, Numerical modelling of early-age concrete hardening. Mag Concrete Res, 2009, 61: 299–307.

3. Chen Y. Characteration and simulation of non-uniform stress/strain and its influence on formation and development of cracks in concrete under drying (in Chinese). Dissertation for Doctoral Degree. Guangzhou: South China University of Technology, 2019 [陈阳. 干燥条件下混凝土内部非均匀应力/应变的表征与模拟及其对裂缝形成和扩展的影响. 博士学位论文. 广州: 华南理工大学, 2019].

4. Zhou Y, Jin H, Wang B. Modeling and mechanical influence of meso-scale concrete considering actual aggregate shapes. Construction Building Mater, 2019, 228:

5. Idiart A E, López C M, Carol I. Modeling of drying shrinkage of concrete specimens at the meso-level. Mater Struct, 2011, 44: 415-435.

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