Behaviour of thin flush end-plate connections in a 3D bare steel frame under fire loading: experimental study

Abstract

Purpose

The paper aims to report a fire test conducted on a three-dimensional frame in order to investigate the behaviour of bare steel flush end-plate connections with relatively low thickness at elevated temperatures.

Design/methodology/approach

A half-scale model was fabricated and exposed to modified (scaled) ISO 834 heating curve using a semi-open furnace. The maximum temperature inside the furnace reached 1,026 °C.

Findings

The rotations of connections are reported and compared with those of a previous study on an exactly the same model with thick end-plates. Various modes of failure such as local buckling of the beams flanges and lateral-torsional buckling of beams were observed during the test. Finally, the structure collapsed after 29 min of heating due to the fracture of weld between one of the beams and one of its attached end-plates whilst the other beam had undergone a maximum deflection of 35 cm (≈ 1/6 span length). Other observed failure modes included bolt fracture, bolt thread stripping and large inelastic deformation of the end-plates.

Originality/value

Although the adoption of thin end-plates increased the rotational capacity of the connections, it did not improve the robustness of the structure under fire conditions.

Citation

Khonsari, S.V., Nejati, S., Rahdan, M. and Ahmadi, M. (2023), "Behaviour of thin flush end-plate connections in a 3D bare steel frame under fire loading: experimental study", Journal of Structural Fire Engineering, Vol. 14 No. 1, pp. 15-33. https://doi.org/10.1108/JSFE-08-2021-0050