Reliability analysis of concrete-filled steel tube columns under axial compression
نویسندگان
چکیده
Concrete-Filled Steel Tube (CFST) columns need to be reliably analyzed and estimated under axial compression. This research contributes solving the above problem by using an integrated Ansys Workbench application, DesignXplorer. approach is convenient for academics industry in CFST column design because proposed compressive strength formulas will established parameters’ properties. Correlation analysis of experiment (DOE) algorithms help explore present study design, includes optimize six sigma reliability assignment with cross-section dimensions such as 150 mm external diameter, 2.0 4.3 steel tube thickness 450 length. The efficiency this concept allows selecting specified techniques compression primarily standards, use simulations, innovative tests probability values.
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ژورنال
عنوان ژورنال: Nucleation and Atmospheric Aerosols
سال: 2021
ISSN: ['0094-243X', '1551-7616', '1935-0465']
DOI: https://doi.org/10.1063/5.0067180