Review of Mesoscale Geometric Models of Concrete Materials

被引:6
作者
Zhang, Jiajun [1 ]
Ma, Rujin [1 ]
Pan, Zichao [1 ]
Zhou, Haijun [2 ]
机构
[1] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen 518060, Peoples R China
基金
中国国家自然科学基金;
关键词
concrete; aggregate; meso-modeling; contact detection; particle-packing algorithms; DISCRETE ELEMENT METHOD; CONTACT DETECTION ALGORITHMS; RANDOM-SEQUENTIAL-PACKING; PARTICLE-SHAPE; NONSPHERICAL PARTICLES; THEORETICAL DEVELOPMENTS; NUMERICAL-SIMULATION; COMPUTER-SIMULATION; AGGREGATE; FRACTURE;
D O I
10.3390/buildings13102428
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete can be regarded as a composite material comprising aggregates, cement mortar, and an interfacial transition zone (ITZ) at the mesoscale. The mechanical properties and durability of concrete are influenced by the properties of these three phases. The establishment of a mesoscale model of concrete and the execution of numerical simulations constitute an efficacious research method. It is an efficacious method to research concrete by establishing the mesoscale model of concrete and executing numerical simulations. By this method, the influence of an aggregate shape on concrete performance can be studied. This paper presents a systematic review of mesoscale modeling methods for concrete, with a focus on three aspects: the aggregate modeling method, the collision detection algorithm, and the particle-packing algorithm. The principal processes, advantages, and disadvantages of various methods are discussed for each aspect. The paper concludes by highlighting current challenges in the mesoscale modeling of concrete.
引用
收藏
页数:20
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