Experimental study on axial compression performance of circular CFST columns considering extreme ambient temperature
Author:
Affiliation:
1. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China
2. HATG Construction Group, Lanzhou, China
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/15376494.2024.2396083
Reference37 articles.
1. A new model for calculating the elastic local buckling stress of steel plates in square CFST columns
2. Axial load-carrying capacity of concrete-filled steel tube columns: a comparative analysis of various modeling techniques
3. Effect of temperature on CFST arch bridge ribs in harsh weather environments
4. Mechanical properties of headed studs at low temperatures in Arctic infrastructure
5. Experimental behavior of CFST stub columns after being exposed to freezing and thawing
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