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作者:

Du, X.-L. (Du, X.-L..) (学者:杜修力) | Lu, A.-Z. (Lu, A.-Z..) | Zhao, J. (Zhao, J..) (学者:赵京)

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Scopus PKU CSCD

摘要:

To analyze size effect of concrete columns under large eccentric loading, two groups reinforced concrete columns were produced, the eccentricity were 0.6h0 and 0.9h0 respectively, and the specimen were 200 mm×200 mm, 400 mm×400 mm, 800 mm×800 mm respectively. The authers studied damage characteristics, ultimate capacity, sectional strain properties, deformability and curvature of reinforced concrete columns with different size under the same eccentricity. The results show that the size has less effect on damage characteristics and the sectional strain properties of columns, and the size effect on ultimate capacity and deformability is obvious. The storage for capacity safety and the deformability of columns are decrease with the dimensions increasing. ©, 2015, Beijing University of Technology. All right reserved.

关键词:

Large eccentric loading; Monotonic loading; Reinforced concrete columns; Size effect

作者机构:

  • [ 1 ] [Du, X.-L.]Beijing Key Lab of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Lu, A.-Z.]Beijing Key Lab of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Zhao, J.]Beijing Key Lab of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2015

期: 3

卷: 41

页码: 372-380

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WoS核心集被引频次: 0

SCOPUS被引频次: 2

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