Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)
By Lin-Hai Han, Guo-Huang Yao, Xiao Ling Zhao. 2005
600 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/54a5d910b847aa5e29c2972c1fc15bee1b10500c
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Experimental behavior of circular concrete-filled steel tube stub columns (2007, background): “As a result, various studies on CFT columns with normal and high-strength concrete have been conducted in recent years [1–8].”
- Design of Concrete Filled Tubular Beam-columns with High Strength Steel and Concrete (2016, methodology): “[8] tested 50 stub CFSTs with self-consolidating concrete of cube strengths between 50 MPa and 90 MPa and steel yield strengths from 282 MPa to 404 MPa.”
- Ultra-High Strength Concrete Filled Composite Columns for Multi-Storey Building Construction (2012, background): “Han et al. (2005) tested 50 circular and square hollow structural steel stub columns infilled with self-compacting concrete of cube strengths between 50 MPa and 90 MPa.”