[1]张承志,潘钢华,孙伟,等.水泥基材孔径和微集料粒径与其抗压强度关系的有限元分析[J].东南大学学报(自然科学版),1998,28(6):173-176.[doi:10.3969/j.issn.1001-0505.1998.06.034]
 Zhang Chengzhi Pan Ganghua Sun Wei Wang Aiqin,Finite Element Analyses on Compressive Strength ——Concerning Pore Size and Micro Aggregate Size of Cementitious Matrix[J].Journal of Southeast University (Natural Science Edition),1998,28(6):173-176.[doi:10.3969/j.issn.1001-0505.1998.06.034]
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水泥基材孔径和微集料粒径与其抗压强度关系的有限元分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
28
期数:
1998年第6期
页码:
173-176
栏目:
材料科学与工程
出版日期:
1998-11-20

文章信息/Info

Title:
Finite Element Analyses on Compressive Strength ——Concerning Pore Size and Micro Aggregate Size of Cementitious Matrix
作者:
张承志潘钢华孙伟王爱勤
中国水利水电科学研究院; 东南大学材料科学与工程系
Author(s):
Zhang Chengzhi 1 Pan Ganghua 2 Sun Wei 2 Wang Aiqin 2
1 Chinese Hydraulic Science Research Institute, Beijing 100038
2 Department of Material Science and Engineering, Southeast University, Nanjing 210096
关键词:
有限元方法 孔径 微集料粒径 抗压强度
分类号:
TU528
DOI:
10.3969/j.issn.1001-0505.1998.06.034
摘要:
根据连续介质力学的强度理论,应用有限元方法分析了孔径和微集料粒径对抗压强度的影响,用定量方法阐述了孔径与抗压强度关系和微集料粒径与抗压强度关系的力学机理.

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备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2013-04-13