Fire resistance tests on timber beam-to-column shear connections

Abstract

Purpose

This paper aims to present the results of an extensive experimental programme on the fire behaviour of timber beam-to-column shear connections, loaded perpendicularly to the grain.

Design/methodology/approach

The experimental programme comprised tests at normal temperature and loaded fire resistance tests on beam-to-column connections in shear. Twenty-four full-scale tests at normal temperature were performed covering nine different connection typologies, and 19 loaded fire resistance tests were conducted including 11 connections typologies.

Findings

The results of the fire resistance tests show that the tested typologies of steel-to-timber dowelled connections reached more than 30 and even 60 minutes of fire resistance. However, aspects such as a wider gap between the beam and the column, reduced dowel spacing, and the presence of reinforcement with self-drilling screws all have a negative influence on the fire resistance.

Originality/value

The experimental programme addressed the fire behaviour of timber beam-to-column shear connections loaded perpendicularly to the grain in a systematic way testing a wide range of common connection typologies significantly enlarging their experimental background.

Citation

Palma, P., Frangi, A., Hugi, E., Cachim, P. and Cruz, H. (2016), "Fire resistance tests on timber beam-to-column shear connections", Journal of Structural Fire Engineering, Vol. 7 No. 1, pp. 41-57. https://doi.org/10.1108/JSFE-03-2016-004