Mechanical behaviour and 3D stress analysis of multi-layered wooden beams made with welded-through wood dowels

C O'Loinsigh, M Oudjene, E Shotton, A Pizzi… - Composite …, 2012 - Elsevier
This paper presents experimental and numerical investigations on multi-layered timber
beams using welded-through wood dowels in place of traditional poly (vinyl acetate)(PVAc) …

Experimental and analytical behaviour of steel-timber composite connections

A Hassanieh, HR Valipour, MA Bradford - Construction and Building …, 2016 - Elsevier
The mechanical characteristics of steel-timber composite (STC) connections play an
essential role in the safe and economical design of hybrid STC structures and floor systems …

Numerical analysis of timber-to-timber joints and composite beams with inclined self-tapping screws

C Bedon, M Fragiacomo - Composite Structures, 2019 - Elsevier
In this paper, a Finite-Element (FE) numerical investigation on timber-to-timber joints and
composite beams with inclined self-tapping screws (STSs) is presented. Based on past …

Rotational performance of glulam bolted joints: Experimental investigation and analytical approach

Z Shu, Z Li, X Yu, J Zhang, M He - Construction and Building Materials, 2019 - Elsevier
Glulam bolted joints with slotted-in steel plates are commonly seen type of joints for post and
beam timber structures. This paper provides a systematic study on the rotational …

Bio-based connections and hybrid planar truss: A parallel genetic algorithm approach for model updating

D Shi, GC Marano, C Demartino - Computers & Structures, 2024 - Elsevier
Bolted steel to laminated bio-based material connections experience significant
performance challenges due to the nonlinear response and high stress concentrations at …

Strength of bolted timber joints subjected to lateral force

K Sawata - Journal of Wood Science, 2015 - Springer
The safety and serviceability of timber structures are frequently governed by the
performance of joints. Bolted joints are a very commonly used form of joints and are effective …

Truss topology optimization of timber–steel structures for reduced embodied carbon design

E Ching, JV Carstensen - Engineering Structures, 2022 - Elsevier
There is an increasing need for automated design processes that can help guide structural
design towards lower embodied carbon solutions. This research presents a two-material …

Bolted glulam beam-column connections under different combinations of shear and bending

M Wang, X Song, X Gu, J Tang - Engineering Structures, 2019 - Elsevier
Bolted glulam beam-column connections are often subjected to combined shear force and
bending moment induced by the semi-rigid nature of such connections. This paper …

Mechanical performance of glued-in rod glulam beam to column moment connection: An experimental study

S Navaratnam, J Thamboo, T Ponnampalam… - Journal of Building …, 2022 - Elsevier
Engineered timber elements are gaining wide acceptance in construction with the increased
practice of mass timber structures. The design of moment resistance connection is a …

Numerical analysis of flexural strengthening of timber beams reinforced with CFRP strips

M Khelifa, A Celzard - Composite structures, 2014 - Elsevier
Near-surface mounted (NSM) laminate strips of carbon fibre-reinforced polymer (CFRP) is a
promising technique for increasing the load-carrying capacity of timber beams in bending …