文章摘要
程伟峰.混凝土三维随机凸型骨料模型生成方法研究[J].水利学报,2011,42(5):
混凝土三维随机凸型骨料模型生成方法研究
Study on 3-D random packing of convex polyhedron aggregates for concrete
  
DOI:
中文关键词: 混凝土  随机凸多面体骨料模型  数值模拟  射线延拓法  约束非线性最优化方法
英文关键词: concrete  random convex polyhedral aggregate model  simulation  extension with ray method  constrained nonlinear optimal method
基金项目:
作者单位
程伟峰 中国水电顾问集团 昆明勘测设计研究院云南昆明 650033 
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中文摘要:
      为了较好地模拟混凝土的细观结构,开展了混凝土三维细观随机骨料模型的算法研究,比较分析了骨料生长、相交的算法特点。以随机球形骨料模型为基础,以体积为标度,在前人的基础上,提出了一种新的混凝土三维凸型骨料的生长方式——射线延拓法和一种新的骨料相交判断方法——有约束非线性最优化方法,避免了骨料传统相交判断算法中的多重循环。采用分割-填充法,改善了骨料随机投放过程中的效率问题,使得建模更快捷、有效。
英文摘要:
      An accurate representation of meso-scale concrete is a basic requirement for simulating concrete microstructure. In this paper,the algorithm of 3-D numerical model for micro-scale concrete was studied.Various criteria in the algorithms of aggregate growth patterns and overlaps were analyzed respectively for improving a convex polyhedron aggregate to pack. Based on the criteria established by predecessors,an approach for aggregate growth patterns,namely extension with ray method and a mode for aggregate intersections,namely constrained nonlinear optimal method were introduced from other fields,which can avoid the multi-critical processes in calculation. The efficient of the algorithm is improved by using the Grid-fill method.
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