The stiffness of steel-wood-steel connection loaded parallel to the grain

Nur Liza Rahim; Gary Raftery; Pierre Quenneville; Doh Shu Ing; Marcin Nabiałek; Ramadhansyah Putra Jaya; Norlia Mohamad Ibrahim; Mohd Mustafa Al Bakri Abdullah; Agata Śliwa

doi:10.24425/ace.2022.140628

Archives of Civil Engineering (Jun 2022)

The stiffness of steel-wood-steel connection loaded parallel to the grain

Nur Liza Rahim,
Gary Raftery,
Pierre Quenneville,
Doh Shu Ing,
Marcin Nabiałek,
Ramadhansyah Putra Jaya,
Norlia Mohamad Ibrahim,
Mohd Mustafa Al Bakri Abdullah,
Agata Śliwa

Affiliations

Nur Liza Rahim: ORCiD; University Malaysia Perlis, Faculty of Civil Engineering Technology, 02600 Arau Perlis, Malaysia
Gary Raftery: ORCiD; University of Auckland, Faculty of Civil Engineering, Department of Civil and Environmental Engineering, Auckland, New Zealand
Pierre Quenneville: ORCiD; University of Auckland, Faculty of Civil Engineering, Department of Civil and Environmental Engineering, Auckland, New Zealand
Doh Shu Ing: ORCiD; Department of Civil Engineering, College of Engineering, University Malaysia Pahang, 26300 Gambang Kuantan, Pahang Malaysia
Marcin Nabiałek: ORCiD; Czestochowa University of Technology, Czestochowa, Poland
Ramadhansyah Putra Jaya: ORCiD; Department of Civil Engineering, College of Engineering, University Malaysia Pahang, 26300 Gambang Kuantan, Pahang Malaysia
Norlia Mohamad Ibrahim: ORCiD; University Malaysia Perlis, Faculty of Civil Engineering Technology, 02600 Arau Perlis, Malaysia
Mohd Mustafa Al Bakri Abdullah: ORCiD; University Malaysia Perlis, Faculty of Chemical Engineering Technology, 02600 Arau Perlis, Malaysia
Agata Śliwa: ORCiD; Division of Materials Processing Technology and Computer Techniques in Materials Science, Silesian University of Technology, 44-100 Gliwice, Poland

DOI: https://doi.org/10.24425/ace.2022.140628
Journal volume & issue: Vol. vol. 68, no. No 2
pp. 37 – 50

Abstract

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In Eurocode 5, the stiffness equation for bolted steel-wood-steel is stated as a function ofwood density and fastener diameter only. In this research, an experimental study on various configurations of tested bolted steel-wood-steel (SWS) connections has been undertaken to predict the initial stiffness of each connection. In order to validate the Eurocode 5 stiffness equation, tests on 50 timber specimens (40 glued laminated timbers and 10 laminated veneer lumbers (LVL)) with steel plates were undertaken. The number of bolts was kept similar and the connector diameter, timber thickness, and wood density were varied. The results obtained in the experimental tests are compared with those obtained from the Eurocode 5 stiffness equation. From the analysis, it is signified that the stiffness equation specified in Eurocode 5 for bolted SWS connections does not adequately predict the initial stiffness. The results from Eurocode 5 stiffness equation are very far from the experimental values. The ratio of stiffness equation to experimental results ranges from 3.48 to 4.20, with the average at 3.77, where the equation overpredicted the experimental stiffness value for the connection. There is a need to consider or incorporated other parameters such as geometric configurations in Eurocode 5 stiffness equation to improve the ratio with the experimental data.

Published in Archives of Civil Engineering

ISSN: 1230-2945 (Print); 2300-3103 (Online)
Publisher: Polish Academy of Sciences
Country of publisher: Poland
LCC subjects: Technology: Engineering (General). Civil engineering (General)
Website: https://ace.il.pw.edu.pl/about-us/

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