Hybrid timber-based structures: A state of the art review

S Pastori, ES Mazzucchelli, M Wallhagen - Construction and Building …, 2022 - Elsevier
The construction of timber buildings has increased in recent years, thanks to the excellent
properties of the material. To achieve improved behaviour in terms of mechanical properties …

Forward and Reverse shear transfer in beech LVL-concrete composites with singly inclined coach screw connectors

WM Sebastian, M Piazza, T Harvey, T Webster - Engineering Structures, 2018 - Elsevier
Double-shear tests are reported on beech LVL-concrete composite connections based on
coach screw connectors singly inclined at either 45° or 90°. On different specimens with the …

Experimental and numerical study of steel-timber composite (STC) beams

A Hassanieh, HR Valipour, MA Bradford - Journal of Constructional Steel …, 2016 - Elsevier
The use of hybrid steel-timber composite (STC) structures has attracted extensive
application over the past decade. Accordingly, this paper investigates the structural …

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 …

Full-scale static and dynamic experiments of hybrid CLT–concrete composite floor

KQ Mai, A Park, KT Nguyen, K Lee - Construction and Building Materials, 2018 - Elsevier
Abstract The Cross-Laminated Timber (CLT) concrete composite floor can successfully
address the issues of conventional wood product and become an attractive alternative …

Experimental and analytical investigation of short-term behaviour of LVL–concrete composite connections and beams

N Khorsandnia, HR Valipour, K Crews - Construction and Building …, 2012 - Elsevier
This paper reports the results of experimental push-out tests on three different types of
timber–concrete composite (TCC) connections, including normal screw, SFS and bird …

Study on shear behavior of inclined cross lag screws for glulam-concrete composite beams

H Du, X Hu, Z Xie, H Wang - Construction and Building Materials, 2019 - Elsevier
The mechanical performance of shear connectors has an important effect on the load
bearing capacity and the bending stiffness of timer-concrete composite (TCC) beams. Most …

Flexural strengthening of timber-concrete composite beams using mechanically fastened and externally bonded combining mechanically fastened strengthening …

Z Ling, Z Li, F Lu, H Yang, W Zheng, L Zhang - Journal of Building …, 2023 - Elsevier
Timber-concrete composite (TCC) beams fail due to the tensile failure of the bottom timber
lamellas, with the upper concrete remaining elastic, indicating a low utilization ratio of …

Experimental investigations of deconstructable timber–concrete composite beams

N Khorsandnia, H Valipour, J Schänzlin… - Journal of Structural …, 2016 - ascelibrary.org
In conventional timber–concrete composite (TCC) beams, timber joists and concrete slabs
are connected permanently; however, the permanent timber–concrete connections can …

The effect of ductile connectors on the behaviour of timber–concrete composite beams

AMPG Dias, LFC Jorge - Engineering structures, 2011 - Elsevier
The load-carrying capacity and ultimate deformation capacity of timber–concrete composite
systems can be significantly influenced by the ductility of the connection between the two …