学术
混凝土三维细观力学模型分析
李运成[1] 马怀发[2] 陈潇[1]
[1]山东商业职业技术学院,济南250103 [2]中国水利水电科学研究院工程抗震中心,北京100044
摘 要:
混凝土的级配及骨料含量对其宏观力学特性有直接影响,选择合适的骨料模型是进行混凝土细观力学数值模拟的前提,在三维随机凸多面体骨料模型的基础上选择合适的试件模型并进行有限元剖分,利用并行计算技术分别对湿筛混凝土试件三维球形骨料和凸多面体骨料细观模型进行了静载弯拉破坏数值模拟对比计算。计算结果表明,三维凸多面体骨料生成算法是可行的,能够满足混凝土三维细观力学模拟的需要。[著者文摘]
文章出处:
《水科学与工程技术》-2007年4期 -22-25页
栏目信息:
分 类 号:
文献标识码:
A
文章编号:
1672-9900（2007）04-0022-04
相关文章:
Analysis of concrete 3-D meso-mechanical model
LI Yun-cheng,MA Huai-fa,CHEN Xiao （1.Shandong Institute of Commerce and Technology, Jinan 250103, China; 2.China Institute of Water Resguwes and Hydropower Research, Beijing 100044, China）
Abstract:
The mechanical behaviors of concrete are directly related to its grade and aggregate content. A good model of the aggregate concrete with high aggregate content is precondition to successfully execute concrete mesomechanical simulation, Based on the algorithm and of the random convex polyhedron aggregate model, a parallel numerical computation of the wet-sieved concrete specimen was executed successfully to verify the model of random convex polyhedron aggregate.[著者文摘]
Key words:
concrete; meso-mechanical model; numerical simulation; parallel computation
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