To read this content please select one of the options below:

Thermo-mechanical behavior of Glulam beam-to-girder assemblies with steel doweled connections before, during and after fire

Milad Shabanian (Civil Engineering, Insurance Institute for Business and Home Safety, Richburg, South Carolina, USA) (Civil Engineering, University of North Carolina at Charlotte, Charlotte, North Carolina, USA)
Nicole Leo Braxtan (Civil and Environmental Engineering, University of North Carolina at Charlotte, Charlotte, North Carolina, USA)

Journal of Structural Fire Engineering

ISSN: 2040-2317

Article publication date: 20 January 2022

Issue publication date: 9 August 2022

105

Abstract

Purpose

The purpose of this paper is to investigate the thermo-mechanical behavior of intermediate-size glued-laminated beam-to-girder assemblies connected with T-shaped slotted-in steel doweled connections at ambient temperature (AT), after and during non-standard fire exposure.

Design/methodology/approach

AT tests were performed using a universal testing machine (UTM) to evaluate the load-carrying capacity and failure modes of the assembly at room temperature. Post-fire-performance (PFP) tests were conducted to study the impact of 30-min and 60-min partial exposure to a non-standard fire on the residual strength of the assemblies. The assemblies were subject to fire in a custom-designed frame, then cooled and loaded to failure in the UTM. A fire-performance test was conducted to investigate the fire-resistance during non-standard fire exposure by simultaneously applying fire and mechanical load with the custom frame.

Findings

At AT, embedment failure of the dowels followed by brittle splitting failure were found to be the dominant failure modes in the beams. In the PFP tests, embedment failure and plastic bending of the dowels were the only observed failure modes. The residual strength of the assembly was reduced by 23.7% after 30-min and 47.8% after 60-min of fire exposure. Ductile embedment failure of the timber in contact with the dowels was the only failure mode observed during the fire-performance test, with the maximum rate of displacement at 57 min into the fire.

Originality/value

Data are presented for full-contact (no gap) connections in Glulam assemblies. PFP results are first to be published.

Keywords

Acknowledgements

The authors would like to extend their thanks and acknowledge SteelFab, Simpson Strong-tie, David Barber from Arup, and Lee Ennis from Rowan-Cabarrus Community College for their assistance with this project. Any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of those acknowledged. The research team would also like to extend their gratitude and appreciation to several UNCC Student who assisted with sample preparation and fixture construction: Rafi Marandi, Matthew Benfield, and Austin Parker.

Citation

Shabanian, M. and Braxtan, N.L. (2022), "Thermo-mechanical behavior of Glulam beam-to-girder assemblies with steel doweled connections before, during and after fire", Journal of Structural Fire Engineering, Vol. 13 No. 3, pp. 370-390. https://doi.org/10.1108/JSFE-04-2021-0018

Publisher

:

Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

Related articles