Performance of timber connections exposed to fire: a review

C Maraveas, K Miamis, CE Matthaiou - Fire Technology, 2015 - Springer
Fire safety has always been a major concern in the design of timber construction. Even
though wood is a highly combustible material, timber members can perform adequately …

Preload measurement of steel-to-timber bolted joint using piezoceramic-based electromechanical impedance method

L Chen, H Xiong, Z Yang, Y Long, Y Ding, Q Kong - Measurement, 2022 - Elsevier
Steel-to-timber bolted connections play an essential role in enabling glulam column and
beam to work together. However, these connections are prone to bolt looseness due to …

Experimental and numerical analysis on fire behaviour of loaded cross-laminated timber panels

Y Wang, J Zhang, F Mei, J Liao… - Advances in Structural …, 2020 - journals.sagepub.com
Cross-laminated timber is a relatively new engineered timber material that can be used in
the design and construction of modern timber buildings. A key factor that raises concerns in …

Thermo-mechanical behaviour of dovetail timber joints under fire exposure

J Zhang, Y Wang, L Li, Q Xu - Fire Safety Journal, 2019 - Elsevier
This paper presents a 3D finite element model to analyse the thermo-mechanical behaviour
of dovetail timber joints under standard fire exposure. The mechanical model of timber is …

WoodST: A Temperature-Dependent Plastic-Damage Constitutive Model Used for Numerical Simulation of Wood-Based Materials and Connections

Z Chen, C Ni, C Dagenais, S Kuan - Journal of Structural …, 2020 - ascelibrary.org
The thermomechanical behavior of members and connections plays a crucial role in the fire
safety of timber construction. In this study, a unique constitutive model, Wood ST, combining …

Experimental and numerical analysis of timber connections in tension perpendicular to grain in fire

M Audebert, D Dhima, M Taazount, A Bouchaïr - Fire safety journal, 2014 - Elsevier
Steel-to-timber connections, loaded in tension perpendicular to grain, are tested in cold and
ISO-fire conditions. The experimental results are used to validate a 3D finite element model …

Experimental and Numerical Analyses on the Fire Resistance of Timber–Concrete Composite Boards Using an Innovative Form of Partial Protection

H Zhou, W Lu, B Lu, L Wang, Y Bao, J Zhang, Z Chen - Buildings, 2023 - mdpi.com
Compared with traditional timber boards, timber–concrete composite (TCC) boards
demonstrate a higher rigidity and bearing capacity, improved vibration, and better behavior …

Structural fire performance of wood-steel-wood bolted connections with and without perpendicular-to-wood grain reinforcement

AR Petrycki, O Salem - Journal of Structural Fire Engineering, 2023 - emerald.com
Purpose In fire condition, the time to failure of a timber connection is mainly reliant on the
wood charring rate, the strength of the residual wood section, and the limiting temperature of …

Experimental and numerical analysis of residual load-carrying capacity of cross-laminated timber walls after fire

Y Bai, J Zhang, H Shen - Structures, 2021 - Elsevier
Cross-laminated timber (CLT) panels are widely used as structural members applied in a
range of modern timber buildings. Changes in the load-carrying capacity of CLT walls after …

Sequentially coupled thermal-stress analysis of traditional timber mortise-tenon joints with damage

X Song, Y Lu, Y Peng, Y Zhang, H Zhou - Journal of Building Engineering, 2024 - Elsevier
This paper presents the results of the fire resistance of traditional timber mortise-tenon joints
with service damage. Static loading and fire resistance tests were conducted with full scale …