CONCRETE‐FILLED COLD‐FORMED STEEL BUILT‐UP COMPOSITE STUB COLUMNS

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Abstract: Cold‐formed steel (CFS) products are extremely versatile and can be used in multiple applications. Recent experimental tests by the authors have shown that the application of composite columns comprising CFS built‐up sections filled with lightweight concrete is feasible and can lead to substantial improvements in structural performance. However, there are no design guidelines specifically for these columns. Moreover, the applicability of the available design methods to predict the axial load‐bearing capacity of these types of columns has yet to be investigated; this is, therefore, the focus of the present study.

Location: Deutsche Nationalbibliothek Frankfurt am Main

Extent: Online-Ressource

Language: Englisch

Bibliographic citation: CONCRETE‐FILLED COLD‐FORMED STEEL BUILT‐UP COMPOSITE STUB COLUMNS ; volume:7 ; number:1-2 ; year:2024 ; pages:209-217 ; extent:9
ce/papers ; 7, Heft 1-2 (2024), 209-217 (gesamt 9)

Creator: Rahnavard, R.
Craveiro, H.D.
Simões, R.A.
Torabian, S.
Schafer, B.W.

DOI: 10.1002/cepa.3038

URN: urn:nbn:de:101:1-2024032713375605827412

Rights: Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.

Last update: 14.08.2025, 8:55 AM UTC

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Rahnavard, R.
Craveiro, H.D.
Simões, R.A.
Torabian, S.
Schafer, B.W.

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Behaviour of CFST Stub Columns Subjected to Pure Compression

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Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves

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Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns

Adoption of hooped-battens in cold-formed steel built-up columns for superior axial performance

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Feasibility study on stub and slender veneer‐wrapped steel columns

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Strength Calculation of Short Concrete-filled Steel Tube Columns

Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves

Structural behaviour of built-up I-shaped CFS columns

Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis

Computational analysis of cold-formed steel columns with initial imperfections

Prediction of the axial compression capacity of stub CFST columns using machine learning techniques

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Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns

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Behaviour of CFST Stub Columns Subjected to Pure Compression

Feasibility study on stub and slender veneer‐wrapped steel columns

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Strength Calculation of Short Concrete-filled Steel Tube Columns

Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves

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Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis

Computational analysis of cold-formed steel columns with initial imperfections

Prediction of the axial compression capacity of stub CFST columns using machine learning techniques

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CONCRETE‐FILLED COLD‐FORMED STEEL BUILT‐UP COMPOSITE STUB COLUMNS

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Other Objects (12)

Cyclic performance of concrete-filled steel batten built-up columns

Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns

Adoption of hooped-battens in cold-formed steel built-up columns for superior axial performance

Behaviour of CFST Stub Columns Subjected to Pure Compression

Feasibility study on stub and slender veneer‐wrapped steel columns

Experiments on sheathed cold‐formed steel beam‐columns

Strength Calculation of Short Concrete-filled Steel Tube Columns

Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves

Structural behaviour of built-up I-shaped CFS columns

Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis

Computational analysis of cold-formed steel columns with initial imperfections

Prediction of the axial compression capacity of stub CFST columns using machine learning techniques

Cyclic performance of concrete-filled steel batten built-up columns

Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns

Adoption of hooped-battens in cold-formed steel built-up columns for superior axial performance

Behaviour of CFST Stub Columns Subjected to Pure Compression

Feasibility study on stub and slender veneer‐wrapped steel columns

Experiments on sheathed cold‐formed steel beam‐columns

Strength Calculation of Short Concrete-filled Steel Tube Columns

Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves

Structural behaviour of built-up I-shaped CFS columns

Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis

Computational analysis of cold-formed steel columns with initial imperfections

Prediction of the axial compression capacity of stub CFST columns using machine learning techniques

Cyclic performance of concrete-filled steel batten built-up columns

Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns

Adoption of hooped-battens in cold-formed steel built-up columns for superior axial performance

Behaviour of CFST Stub Columns Subjected to Pure Compression

Feasibility study on stub and slender veneer‐wrapped steel columns

Experiments on sheathed cold‐formed steel beam‐columns

Strength Calculation of Short Concrete-filled Steel Tube Columns

Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves

Structural behaviour of built-up I-shaped CFS columns

Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis

Computational analysis of cold-formed steel columns with initial imperfections

Prediction of the axial compression capacity of stub CFST columns using machine learning techniques

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