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Eccentric Compression of UHPC-Filled UFSST by maheshkumartangudupalli is a document available to read on EtoBox.
This study investigates the eccentric compression performance of ultrahigh performance concrete (UHPC)-filled stainless steel tube stub columns (UFSST). The research analyzes the effects of eccentricity and steel ratio on failure modes and load-displacement behavior, revealing that increased eccentricity decreases bearing capacity while higher steel ratios enhance ductility. A predictive formula for the Nu-Mu curve of UFSST stub columns is proposed, showing good agreement with experimental results.
- Author
- maheshkumartangudupalli
- Language
- EN