Eurocode 4 Assessment for the Sectional Capacity of Circular Concrete‐Filled Stainless Steel Tubes Columns.

Abstract This paper presents a study, based on experimental results, for the sectional capacity of Concrete‐Filled Stainless‐Steel Tubes (CFSST). An experimental database of axially loaded Circular CFSST stub columns published in the literature was summarized. The current design code in Europe, for composite columns, Eurocode 4, is considered in this study and its applicability for predicting the squash load of Circular CFSST was examined using the experimental data.

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ce/papers
Published
2025-12-01
DOI
https://doi.org/10.1002/cepa.70084
Primary Topic
Structural Load-Bearing Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

Eurocode 4 Assessment for the Sectional Capacity of Circular Concrete‐Filled Stainless Steel Tubes Columns.

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ce/papers
Structural Load-Bearing Analysis
article

Eurocode 4 Assessment for the Sectional Capacity of Circular Concrete‐Filled Stainless Steel Tubes Columns.

Luis María Peiró, Vicente Sanchís Albero, María López, David Hernández Figueirido, Marta Roig, Ana Piquer
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Abstract

Abstract This paper presents a study, based on experimental results, for the sectional capacity of Concrete‐Filled Stainless‐Steel Tubes (CFSST). An experimental database of axially loaded Circular CFSST stub columns published in the literature was summarized. The current design code in Europe, for composite columns, Eurocode 4, is considered in this study and its applicability for predicting the squash load of Circular CFSST was examined using the experimental data.

ce/papersVol. 8(6)
Universitat Jaume I (ES), Técnicas y Servicios de Ingeniería (Spain) (ES)
Universitat Jaume I
Sustainable cities and communities
Openalex Percentile: Top 33%
Structural Load-Bearing Analysis
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