Three dimensional mesoscopic concrete modeling technology based on OpenMP and laser scanning
XIE Hao1,2, SUN Xiaotong3, HUANG Yongliang1,2, WANG Xiaohui1, HU Shuang1
1. Jinan Rail Transit Group Co., Ltd., Jinan 250014, Shandong, China;
2. School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China;
3. School of Mechanics and Civil Engineering, China University of Mining and Technology·Beijing, Beijing 100083, China
Abstract: In order to build a refined three dimensional mesoscopic concrete model, a lattice-based aggregate placement algorithm was proposed, which was universal to polyhedral aggregates composed of patches, and after parallel optimization through OpenMP, the aggregate placement efficiency was improved about 50%. The basic idea of the algorithm was to discretize the continuous model domain through a series of ordered lattices, traverse the set of points surrounded by the aggregate to be cast, and judge whether the aggregate was put successfully through the status indicators of these points,which effectively avoided the complicated geometric calculations when judging the intrusion between aggregates. Combined this algorithm with laser scanning technology, the constructed three-dimensional numerical model of concrete could faithfully reflect the characteristics of its internal aggregate form, gradation, and spatial distribution, and the aggregate volume content of the model was as high as 60%, which fully met the requirement of concrete in numerical research.
谢浩, 孙晓彤, 黄永亮, 王晓晖, 胡爽. 基于OpenMP和激光扫描的三维细观混凝土建模技术[J]. 隧道与地下工程灾害防治, 2022, 4(1): 95-102.
XIE Hao, SUN Xiaotong, HUANG Yongliang, WANG Xiaohui, HU Shuang. Three dimensional mesoscopic concrete modeling technology based on OpenMP and laser scanning. Hazard Control in Tunnelling and Underground Engineering, 2022, 4(1): 95-102.
[1] WITTMANN F H, ROELFSTRA P E, SADOUKI H. Simulation and analysis of composite structures[J]. Materials Science and Engineering, 1985, 68(2):239-248. [2] HRENNIKOFF A. Solution of problems of elasticity by the framework method[J]. Journal of Applied Mechanics, 1941, 8(4): 169-175. [3] MOHAMED A R, HANSEN W. Micromechanical modeling of concrete response under static loading: part 1: model development and validation[J]. ACI Materials Journal, 1999, 96(2):196-203. [4] MOHAMED A R, HANSEN W. Micromechanical modeling of concrete response under static loading: part Ⅱ—model predictions for shear and compressive loading[J]. ACI Materials Journal, 1999, 96(3):354-358. [5] 马怀发, 陈厚群, 黎保琨. 混凝土试件细观结构的数值模拟[J]. 水利学报, 2004(10):27-35. MA Huaifa, CHEN Houqun, LI Baokun. Meso-structure numerical simulation of concrete specimens[J]. Journal of Hydraulic Engineering, 2004(10): 27-35. [6] 马怀发,陈厚群,黎保琨. 细观结构不均匀性对混凝土动弯拉强度的影响[J]. 水利学报, 2005(7):846-852. MA Huaifa, CHEN Houqun, LI Baokun. Influence of meso-structure heterogeneity on dynamic bending strength of concrete[J]. Journal of Hydraulic Engineering, 2005(7):846-852. [7] 王宗敏. 混凝土应变软化与局部化的数值模拟[J]. 应用基础与工程科学学报, 2000(2): 187-194. WANG Zongmin. Numerical simulation of strain softening and localization for concrete materials[J]. Journal of Basic Science and Engineering, 2000(2): 187-194. [8] ZHU W C, TANG C A, WANG S Y. Numerical study on the influence of mesomechanical properties on macroscopic fracture of concrete[J]. Structural Engineering and Mechanics, 2005, 19(5): 519-533. [9] ZHU W C, TENG J G, TANG C A. Mesomechanical model for concrete: part I: model development[J]. Magazine of Concrete Research, 2004, 56(6): 313-330. [10] TENG J G, ZHU W C, TANG C A. Mesomechanical model for concrete: part II: applications[J]. Magazine of Concrete Research, 2004, 56(6): 331-345. [11] 熊学玉,肖启晟. 基于内聚力模型的混凝土细观拉压统一数值模拟方法[J]. 水利学报, 2019, 50(4): 448-462. XIONG Xueyu, XIAO Qisheng. A unified meso-scale simulation method for concrete under both tension and compression based on cohesive zone model[J]. Journal of Hydraulic Engineering, 2019, 50(4): 448-462. [12] ZHANG Ru, AI Ting, LI Hegui, et al. 3D reconstruction method and connectivity rules of fracture networks generated under different mining layouts[J].International Journal of Mining Science and Technology, 2013, 23(6): 863-871. [13] 孙华飞, 杨永明, 鞠杨, 等. 开挖卸荷条件下煤岩变形破坏与能量释放的数值分析[J]. 煤炭学报, 2014, 39(2):258-272. SUN Huafei, YANG Yongming, JU Yang, et al. Numerical analysis of deformation,failure and energy release mechanisms of fractured coal rock under unloading conditions[J]. Journal of China Coal Society, 2014, 39(2):258-272. [14] JIVKOV A P, ENGELBERG D L, STEIN R, et al. Pore space and brittle damage evolution in concrete[J]. Engineering Fracture Mechanics, 2013, 110: 378-395. [15] DAI Qingli, YOU Zhanping. Prediction of creep stiffness of asphalt mixture with micromechanical finite-element and discrete-element models[J]. Journal of Engineering Mechanics, 2007, 133(2): 163-173. [16] MA Huaifa, XU Wenxiang, LI Yuncheng. Random aggregate model for mesoscopic structures and mechanical analysis of fully-graded concrete[J]. Computers & Structures, 2016, 177: 103-113. [17] XIE Hao, FENG Jili. Implementation of numerical mesostructure concrete material models: a dot matrix method[J]. Materials, 2019, 12(23): 3835. [18] 中国建筑科学研究院.普通混凝土用砂、石质量及检验方法标准:JGJ52—2006[S]. 北京: 中国建筑工业出版社, 2007. [19] PAS R V D,STOTZER E, STOTZER E,et al. Using OpenMP-the next step[M]. Cambridge, USA: MIT Press, 2017.