Experimental assessment on the size effects of circular concrete-filled steel tubular columns under axial compression
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference47 articles.
1. O'Shea MD, Bridge RQ. Design of circular thin-walled concrete filled steel tubes, J Struct Eng 2000;126(11);1295-303.
2. Cai SH, Jiao ZS. Behavior and ultimate strength of short concrete-filled steel tubular columns. J Build Struct 1984;5(6);13-29.
3. A path dependent stress-strain model for concrete-filled-steel-tube column;Lai;Eng Struct,2020
4. Han LH, Yang YF, Yang H, Li W. Life-cycle based analytical theory of concrete-filled steel tubular structures and its applications (in Chinese). Chin Sci Bull 2020;65;3173-84.
5. Zhou SM, Sun Q, Wu XH. Impact of D/t ratio on circular concrete-filled high-strength steel tubular stub columns under axial compression. Thin-Walled Struct 2018;132;461-74.
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