[HTML][HTML] Nonlinear three-dimensional anisotropic material model for failure analysis of timber
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 …
response of timber, as elastoplastic orthotropic material under three-dimensional (3D) stress …
Experimental, theoretical and numerical studies on plain concrete fracture in the low-strain rate regime—A state-of-the-art review
A comprehensive overview of state-of-the-art experimental, theoretical and numerical
methods that aid understanding and predicting the quasi-brittle fracture behavior of plain …
methods that aid understanding and predicting the quasi-brittle fracture behavior of plain …
The quasi-static behavior of hybrid corrugated composite/balsa core sandwich structures in four-point bending: Experimental study and numerical simulation
This study aims to investigate the effect of the insertion of a corrugated composite into the
typical balsa core sandwich structure under four-point bending (FPB). The proposed …
typical balsa core sandwich structure under four-point bending (FPB). The proposed …
Behaviour of embedded bolted shear connectors in steel-timber composite beams subjected to cyclic loading
This paper concerns the cyclic behaviour of embedded bolted shear connectors in steel-
timber composite joints. The effect of the strength and size of the shear connector and the …
timber composite joints. The effect of the strength and size of the shear connector and the …
Experimental and numerical study on bending properties of heterogeneous lamella layups in cross laminated timber using Australian Radiata Pine
Cross laminated timber (CLT) is a sustainable and innovative engineered timber product
validated as a viable alternative to more traditional construction materials like reinforced …
validated as a viable alternative to more traditional construction materials like reinforced …
Lightweight timber I-beams reinforced by composite materials
T Ghanbari-Ghazijahani, T Russo, HR Valipour - Composite Structures, 2020 - Elsevier
Due to high performance, I-beams are one of the most common flexural members in the
construction industry. This research experimentally and numerically investigates bending …
construction industry. This research experimentally and numerically investigates bending …
Numerical modelling of timber and timber joints: computational aspects
C Sandhaas, AK Sarnaghi… - Wood science and …, 2020 - Springer
Timber joints with their simultaneous ductile and brittle failure modes still pose a major
challenge when it comes to modelling. Wood is heterogeneous and highly anisotropic. It …
challenge when it comes to modelling. Wood is heterogeneous and highly anisotropic. It …
Experimental and finite element modelling analysis on the embedment performance and failure mechanisms of flattened-bamboo composite with the effect of fiber …
D Yang, H Li, Y Wu, C Hong, R Lorenzo… - Construction and Building …, 2024 - Elsevier
This paper focused on a newly engineering use flattened-bamboo composite (FBC) and
studied the effect of fiber orientation angle (0°-90°, 15° intervals) on FBC's embedment …
studied the effect of fiber orientation angle (0°-90°, 15° intervals) on FBC's embedment …
Influence of the earthquake and progressive collapse strain rate on the structural response of timber dowel type connections through finite element modelling
This paper aims at understanding the influence of the strain rate, as those experienced
under earthquake and progressive collapse events (referred to as “medium” strain rates), on …
under earthquake and progressive collapse events (referred to as “medium” strain rates), on …
Mode II fracture of wood: comparison between end-notched flexure and compact shear testing
Abstract End-Notched Flexure (ENF) and Compact Shear (CS) tests were performed on
Australian Radiata Pine to quantify Mode II fracture properties in wood. Capabilities and …
Australian Radiata Pine to quantify Mode II fracture properties in wood. Capabilities and …