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Damage mechanics Views: 782 Downloads: 614 Vol. 19, No. 72 (2025) January 7, 2025 pp. 1-14

The Axial behaviour of Concrete Filled Double Skinned Steel Tubular (CFDST) column with concrete imperfections

Arth J. Patel Patel, Sharadkumar P. Purohit

Concrete Filled Double Skinned Steel Tubular (CFDST) composite column is preferred over Concrete Filled Steel Tube composite column (CFST) owing to enhanced strength. However, they may possess concrete imperfection due to shrinkage and…

10.3221/IGF-ESIS.72.01

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Miscellanea Views: 763 Downloads: 425 Vol. 12, No. 46 (2018) September 27, 2018 pp. 391-399

Experimental study on the mechanical behavior of RPC filled square steel tube columns subjected to eccentric compression

Wenxiu Hao, Xiao Xu, Zhiqiang Niu

In order to study the mechanical behavior of reactive powder concrete (RPC) filled square steel tubular columns, this paper designs an eccentric compression experiment for 12 specimens of RPC filled square steel tubular column and studies…

10.3221/IGF-ESIS.46.36

Details: Experimental study on the mechanical behavior of RPC filled square steel tube columns subjected to eccentric compression PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 613 Downloads: 423 Vol. 14, No. 53 (2020) July 19, 2020 pp. 353-371

Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections

Hesham Fawzy, Suzan Mustafa, Ahmed AbdEl-Badie

This study aims to assess the effect of high temperature on the bond strength of Concrete Filled Steel Tubular (CFST) sections incorporating crumb rubber particles as partial replacement of fine aggregates in concrete core. High daily…

10.3221/IGF-ESIS.53.28

Details: Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections PDF Visual Abstract

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The Axial behaviour of Concrete Filled Double Skinned Steel Tubular (CFDST) column with concrete imperfections

Experimental study on the mechanical behavior of RPC filled square steel tube columns subjected to eccentric compression

Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections