Extension of the zone method for the design of circular and tubular concrete columns subjected to a standard fire

Abstract

Purpose

The paper aims to deal with the enhancement of a simplified method for the design of concrete columns subject to fire toward applications on circular and tubular cross-sections. The original zone method, developed by Hertz as a plastic design method, has been extended by Achenbach for the use as a nonlinear method. This proposed extended zone method (EZM) is verified by checking the theoretical background and is successfully validated by the recalculation of laboratory tests.

Design/methodology/approach

The zone method assumes a reduction of a cross-section by a “damaged” zone. The remaining area is modeled with the constant, temperature-dependent material properties. The equations for the calculation of the damaged zone to model the loss of cross-section resistance or stiffness are derived. The proposed equations are validated by the recalculation of laboratory test and compared to the results of the advanced method (AM).

Findings

It can be shown that the EZM is suitable for the check of the fire resistance of circular concrete columns and leads to a safe and economic design. The method provides a suitable alternative to more sophisticated AM. The further extension toward tubular spun columns is discussed und is the object of the ongoing research.

Originality/value

Presented enhancement extends the range of applications of the EZMs toward circular and tubular cross sections, which has previously not been examined.

Citation

Krybus, D., Achenbach, M. and Prifti, L. (2024), "Extension of the zone method for the design of circular and tubular concrete columns subjected to a standard fire", Journal of Structural Fire Engineering, Vol. 15 No. 2, pp. 267-276. https://doi.org/10.1108/JSFE-01-2023-0009