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混凝土二维细观骨料建模方法综述

阮欣 李越 金泽人 潘子超

同济大学学报(自然科学版)2018,Vol.46Issue(5):604-612,9.
同济大学学报(自然科学版)2018,Vol.46Issue(5):604-612,9.DOI:10.11908/j.issn.0253-374x.2018.05.006

混凝土二维细观骨料建模方法综述

Review of Two-dimensional Meso-modeling Methods of Concrete Aggregate

阮欣 1李越 1金泽人 1潘子超1

作者信息

  • 1. 同济大学土木工程学院,上海200092
  • 折叠

摘要

Abstract

In this paper,the origin and the development of modeling method are studied based on critical simulation problems.The detailed process and the improvement of major methods are reviewed.The efficiency and the results of simulation are compared by introducing "interference check indicator" and "the shortest path ratio".It is shown that the distributions of concrete aggregate with vertical subsidence are different under gravity,which affects the durability of material and needs to be simulated by corresponding methods.The parameters including density and aspect ratio are important in mesoscopic study and should be adjusted according to practical aggregate.The review of methods can guide the selection of large-scale and high-precision modeling and normalize the results from different methods and parameters,which can simplify the complex analysis significantly.

关键词

混凝土/细观建模/二维模型

Key words

concrete/meso-modeling/two-dimensional simulation

分类

交通工程

引用本文复制引用

阮欣,李越,金泽人,潘子超..混凝土二维细观骨料建模方法综述[J].同济大学学报(自然科学版),2018,46(5):604-612,9.

基金项目

国家自然科学基金(51678435) (51678435)

中央高校基本科研业务费专项资金 ()

同济大学学报(自然科学版)

OA北大核心CSCDCSTPCD

0253-374X

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