Experimental investigation of axially loaded circular ultra-high performance concrete with coarse aggregate (CA-UHPC) filled steel tube slender columns
Author:
Funder
National Natural Science Foundation of China
Basic and Applied Basic Research Foundation of Guangdong Province
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference48 articles.
1. Strength behavior of circular concrete-filled steel tube stub columns under axial compression: a review;Wang;Constr Build Mater,2022
2. Time-dependent behavior of concrete-filled steel tubular arch bridge;Shao;J Bridg Eng,2010
3. Axial load behaviour of high-strength rectangular concrete-filled steel tubular stub columns;Liu;Thin-Walled Struct,2005
4. Analysis and design of concrete-filled stiffened thin-walled steel tubular columns under axial compression;Tao;Thin-Walled Struct,2009
5. Axial compressive performance of ultra-high strength concrete-filled dual steel tubular short columns with outer stiffened tubes and inner circular tubes;Zhang;J Constr Steel Res,2023
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