A multiscale model for mechanical and fracture behavior of calcium-silicate-hydrate: From molecular dynamics to Peridynamics

被引:18
|
作者
Zhang, Wei [1 ]
Ma, Yitong [1 ]
Hou, Dongshuai [1 ]
Zhang, Hongzhi [2 ]
Dong, Biqin [3 ]
机构
[1] Qingdao Univ Technol, Dept Civil Engn, Qingdao 266033, Peoples R China
[2] Shandong Univ, Sch Qilu Transportat, Jinan 250002, Peoples R China
[3] 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
Molecular dynamics; Peridynamics; Calcium-Silicate-Hydrate; Fracture behavior; Multiscale model; C-S-H; CEMENT PASTE; NANO-SCALE; ELASTIC PROPERTIES; TENSILE-STRENGTH; CONCRETE; MICROSTRUCTURE; SIMULATION; INDENTATION; CRYSTAL;
D O I
10.1016/j.tafmec.2023.103816
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Fully understanding the fracture behavior of concrete is a challenging work since concrete is a complex multi-scale composite material with a heterogeneous structure at different length scales ranging from nanoscale to macroscale. A new multiscale model framework was proposed in the present study to explore the mechanical properties, including Young's modulus E and ultimate tensile strength UTS, and fracture behavior of calcium-silicate-hydrate (C-S-H) from the nanoscale to mesoscale. The nanoscale C-S-H globule models were built and simulated via molecular dynamics (MD) simulations and then the obtained mechanical properties were employed as the input parameters for the mesoscale Peridynamics (PD) simulations to acquire the E, UTS, and fracture behavior of C-S-H gel. The results reveal that at nanoscale, the mechanical performance of C-S-H is anisotropic: As the size of C-S-H model increases, the E and UTS of C-S-H decrease because the extension of crack in a larger C -S-H model will release more stored energy. At mesoscale as the packing fraction phi increases, the E and UTS of C -S-H gel increase. The resulted E and UTS are in line with former simulations and experimental data implying the effectiveness and accuracy of the proposed multiscale model.
引用
收藏
页数:12
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