State of the art on timber-concrete composite structures: Literature review

D Yeoh, M Fragiacomo, M De Franceschi… - Journal of structural …, 2011 - ascelibrary.org
This paper presents a survey on the state-of-the-art of timber-concrete composite research in
the past and recent years. The most important literature references were carefully selected …

Non-linear finite element modelling of the structural behaviour of screwed timber-to-concrete composite connections

M Oudjene, EM Meghlat, H Ait-Aider, JL Batoz - Composite Structures, 2013 - Elsevier
This paper discusses a numerical approach, based on beam-to-solid modelling, for the
simulation of the nonlinear structural behaviour of timber-to-concrete composite beams …

CLT-concrete composite floors with notched shear connectors

Y Jiang, R Crocetti - Construction and Building Materials, 2019 - Elsevier
The aim of the paper is to gain data on the mechanical behaviour of CLT-concrete
composite floors and subsequently to check if commonly adopted analysis methods are …

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 …

Structural behavior of prefabricated bamboo-lightweight concrete composite beams with perforated steel plate connectors

Y Wei, Z Wang, S Chen, K Zhao, K Zheng - Archives of Civil and …, 2021 - Springer
To reduce the self-weight of bamboo-concrete composite (BCC) beams and realize rapid
industrial production, innovative assembled bamboo-lightweight concrete composite …

[HTML][HTML] Nonlinear three-dimensional anisotropic material model for failure analysis of timber

H Eslami, LB Jayasinghe, D Waldmann - Engineering Failure Analysis, 2021 - Elsevier
In this paper, a constitutive material model is proposed to model the nonlinear mechanical
response of timber, as elastoplastic orthotropic material under three-dimensional (3D) stress …

Structural performance of cross-laminated timber-concrete composite floors with inclined self-tapping screws bearing unidirectional tension-shear loads

Y Bao, W Lu, K Yue, H Zhou, B Lu, Z Chen - Journal of Building …, 2022 - Elsevier
This study investigated the structural performance of cross-laminated timber (CLT)-concrete
composite floor with inclined self-tapping screws bearing unidirectional tension-shear loads …

Elasto-plastic constitutive law for wood behaviour under compressive loadings

M Oudjene, M Khelifa - Construction and Building Materials, 2009 - Elsevier
In this paper, a constitutive law describing the wood behaviour, as elasto-plastic orthotropic
material with 3D finite element model, is presented. Anisotropic elasto-plastic constitutive …

Numerical 3D finite element modelling and experimental tests for dowel-type timber joints

BH Xu, M Taazount, A Bouchaïr, P Racher - Construction and Building …, 2009 - Elsevier
This study is a contribution to various scientific researches on dowel-type timber joints. In
this paper, a three-dimensional (3D) finite element model is developed to predict the …

Three-dimensional constitutive modelling of arbitrarily orientated timber based on continuum damage mechanics

M Gharib, A Hassanieh, H Valipour… - Finite Elements in …, 2017 - Elsevier
An orthotropic constitutive model is developed in order to capture the complex response of
unidirectional fibrous materials with arbitrary orientation under a three-dimensional (3D) …