Analysis and calculations of steel tube confined concrete (STCC) stub columns | |
Yu, Qing ; Tao, Zhong ; Liu, Wei ; Chen, Zhi-Bo | |
2010-10-12 ; 2010-10-12 | |
关键词 | Steel tubes Confined concrete Mechanism analysis Design Sectional capacity HIGH-STRENGTH CONCRETE AXIAL-COMPRESSION TUBULAR COLUMNS BEHAVIOR DESIGN Construction & Building Technology Engineering, Civil |
中文摘要 | The use of steel tube confined concrete (STCC) columns has been the interests of many structural engineers. A finite element analysis (FEA) model was established in this paper to analyse the mechanisms of STCC stub columns under axial compression. It was found that both the predicted ultimate strength and load versus deformation curves show generally good agreements with those of the measurements. The interaction between the steel tube and its concrete core was analysed and illustrated by using the FEA model. Simplified formulae were proposed by using the regression method based on the parametric analysis outcome. (C) 2009 Elsevier Ltd. All rights reserved. |
语种 | 英语 ; 英语 |
出版者 | ELSEVIER SCI LTD ; OXFORD ; THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND |
内容类型 | 期刊论文 |
源URL | [http://hdl.handle.net/123456789/81925] |
专题 | 清华大学 |
推荐引用方式 GB/T 7714 | Yu, Qing,Tao, Zhong,Liu, Wei,et al. Analysis and calculations of steel tube confined concrete (STCC) stub columns[J],2010, 2010. |
APA | Yu, Qing,Tao, Zhong,Liu, Wei,&Chen, Zhi-Bo.(2010).Analysis and calculations of steel tube confined concrete (STCC) stub columns.. |
MLA | Yu, Qing,et al."Analysis and calculations of steel tube confined concrete (STCC) stub columns".(2010). |
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