Hybrid timber-based structures: A state of the art review
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 …
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 …
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
The use of hybrid steel-timber composite (STC) structures has attracted extensive
application over the past decade. Accordingly, this paper investigates the structural …
application over the past decade. Accordingly, this paper investigates the structural …
Experimental and analytical behaviour of steel-timber composite connections
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 …
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 …
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 …
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 …
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 …
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 …
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 …
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 …
systems can be significantly influenced by the ductility of the connection between the two …