Calibrated Design of High Strength Composite Columns

Author:

Kelpša Šarūnas1,Beckmann Oliver2,Guobys Raimondas1,Schurgacz Przemyslaw3,Augonis Mindaugas4

Affiliation:

1. Peikko Group Corporation Kaunas Lithuania

2. Peikko Group Corporation Waldeck Germany

3. Ruhr‐Universität Bochum Bochum Germany

4. Kaunas University of Technology Kaunas Lithuania

Abstract

AbstractWhat does the general design method, described in EN 1994‐1‐1, mean in practice for the construction industry? Even though this method requires additional efforts, it provides improved design accuracy. High strength and high slenderness concrete filled steel tube composite columns with a solid steel core inside have undoubtable benefits. However, application of such columns requires the use of a general method of design and special knowledge not fully covered by Eurocodes.In order to utilize the general design method for ATLANT® Strong composite columns, Peikko has conducted an extensive development program. During the program, multiple tests were conducted on materials and the columns itself. The test results were used to calibrate models of Finite Element Analysis (ABAQUS), which allowed to investigate the behaviour of those columns even more extensively. Eventually, the general design method was implemented and calibrated, allowing reliable and optimized design.The paper contains an overview of ATLANT® Strong composite columns behaviour, the extensive testing program and calibration process to reach the optimal design of such columns. Additionally practical specifics, challenges and benefits are discussed.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference21 articles.

1. CEN ‐ Comité Européen de Normalisation(2009)EN 1994‐1‐1 ‐ Eurocode 4: Design of composite steel and concrete structures ‐ Part 1‐1: General rules and rules for buildings. Brussels: CEN.

2. CEN ‐ Comité Européen de Normalisation(2008)EN 1994‐1‐2 ‐ Eurocode 4: Design of composite steel and concrete structures ‐ Part 1‐2: General rules ‐ Structural fire design. Brussels: CEN.

3. Hanswille G. Schäfer M. Bergmann M.(2020)Eurocode 4 ‐ DIN EN 1994‐1‐1 Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton ‐ Kommentar und Beispiele. Berlin: Beuth Verlag.

4. Schäfer M. Zhang Q. Zogu P. Bergmann M. Ergun O.(2021)Assessment of general method for composite column design in EN 1994‐1‐1 and comparison with simplified method. Stromberg Germany: Proceedings of 9th International Conference on Composite Construction in Steel and Concrete.

5. Lippes M.(2008)Zur Bemessung von Hohlprofil – Verbundstützen aus hochfesten Stählen und Betonen. Wuppertal: Bergische Universität Wuppertal Institut für kon‐struktiven Ingenieurbau.

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