GPU-based discrete element model of realistic non-convex aggregates: Mesoscopic insights into ITZ volume fraction and diffusivity of concrete

被引:53
作者
Xu, Wenxiang [1 ]
Jia, Mingkun [1 ]
Guo, Weiqi [1 ]
Wang, Wei [1 ]
Zhang, Bin [1 ]
Liu, Zhiyong [2 ]
Jiang, Jinyang [2 ]
机构
[1] Hohai Univ, Inst Solid Mech, Coll Mech & Mat, Nanjing 211100, Peoples R China
[2] Southeast Univ, Jiangsu Key Lab Construct Mat, Nanjing 211189, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete; 3D non-convex aggregates; Interfacial transition zones (ITZs); Diffusivity; Discrete element modelling; INTERFACIAL TRANSITION ZONE; CEMENT-BASED MATERIALS; PARTICLE-REINFORCED COMPOSITES; ELECTRICAL-CONDUCTIVITY; NONSPHERICAL PARTICLES; NUMERICAL ASSESSMENT; PARTICULATE SYSTEMS; RANDOM PACKING; 3D; SIMULATION;
D O I
10.1016/j.cemconres.2022.107048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aggregates with realistic non-convex morphologies and their surrounding interfacial transition zones (ITZs) significantly affect the diffusivity of concrete. Herein, we initially propose a mathematical-controllable parameterized method to devise three-dimensional (3D) non-convex aggregates. Then, we develop a GPU-based discrete element modelling (DEM) to generate random close packing of polydisperse non-convex aggregates. Next, we establish three-phase concrete mesostructures containing non-convex aggregates and ITZs and obtain the ITZ volume fraction by a Monte Carlo random point sampling method. Finally, we develop a dual-probabilityBrownian motion (DP-BM) scheme to obtain the effective diffusivity of concrete. Moreover, the effects of volume fraction, size polydispersity and shape of aggregates as well as ITZ thickness on the ITZ volume fraction and concrete diffusivity are researched to probe rigorous component-structure-property relations for concrete. This work provides a comprehensive numerical framework for mesostructure characterization and diffusivity evaluation for concrete, which can be a valuable tool for durability assessment of concrete.
引用
收藏
页数:19
相关论文
共 107 条
[51]   3D dynamics of discrete element systems comprising irregular discrete elements - integration solution for finite rotations in 3D [J].
Munjiza, A ;
Latham, JP ;
John, NWM .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 56 (01) :35-55
[52]   Meso-scale modelling of compressive fracture in concrete with irregularly shaped aggregates [J].
Naderi, Sadjad ;
Tu, Wenlin ;
Zhang, Mingzhong .
CEMENT AND CONCRETE RESEARCH, 2021, 140
[53]   An integrated framework for modelling virtual 3D irregulate particulate mesostructure [J].
Naderi, Sadjad ;
Zhang, Mingzhong .
POWDER TECHNOLOGY, 2019, 355 :808-819
[54]   Prediction of diffusivity of concrete based on simple analytic equations [J].
Oh, BH ;
Jang, SY .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (03) :463-480
[55]   Diffusivity of saturated ordinary Portland cement-based materials: A critical review of experimental and analytical modelling approaches [J].
Patel, Ravi A. ;
Quoc Tri Phung ;
Seetharam, Suresh C. ;
Perko, Janez ;
Jacques, Diederik ;
Maes, Norbert ;
De Schutter, Geert ;
Ye, Guang ;
Van Breugel, Klaas .
CEMENT AND CONCRETE RESEARCH, 2016, 90 :52-72
[56]   Advanced numerical assessment of the permeability of pervious concrete [J].
Pieralisi, R. ;
Cavalaro, S. H. P. ;
Aguado, A. .
CEMENT AND CONCRETE RESEARCH, 2017, 102 :149-160
[57]   Discrete element modelling of the fresh state behavior of pervious concrete [J].
Pieralisi, R. ;
Cavalaro, S. H. P. ;
Aguado, A. .
CEMENT AND CONCRETE RESEARCH, 2016, 90 :6-18
[58]   Anm: a geometrical model for the composite structure of mortar and concrete using real-shape particles [J].
Qian, Z. ;
Garboczi, E. J. ;
Ye, G. ;
Schlangen, E. .
MATERIALS AND STRUCTURES, 2016, 49 (1-2) :149-158
[59]   A DEM hard-core soft-shell model for the simulation of concrete flow [J].
Remond, Sebastien ;
Pizette, Patrick .
CEMENT AND CONCRETE RESEARCH, 2014, 58 :169-178
[60]   SIMPLE LATTICE MODEL FOR NUMERICAL-SIMULATION OF FRACTURE OF CONCRETE MATERIALS AND STRUCTURES [J].
SCHLANGEN, E ;
VANMIER, JGM .
MATERIALS AND STRUCTURES, 1992, 25 (153) :534-542