[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 …

Experimental, theoretical and numerical studies on plain concrete fracture in the low-strain rate regime—A state-of-the-art review

HY Shin, C Lawrence, KR Kota… - Mechanics of …, 2022 - Taylor & Francis
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 …

The quasi-static behavior of hybrid corrugated composite/balsa core sandwich structures in four-point bending: Experimental study and numerical simulation

S Sayahlatifi, GH Rahimi, A Bokaei - Engineering Structures, 2020 - Elsevier
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 …

Behaviour of embedded bolted shear connectors in steel-timber composite beams subjected to cyclic loading

A Ataei, AA Chiniforush, MA Bradford… - Journal of Building …, 2022 - Elsevier
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 …

Experimental and numerical study on bending properties of heterogeneous lamella layups in cross laminated timber using Australian Radiata Pine

X Li, M Ashraf, M Subhani, P Kremer, B Kafle… - … and building materials, 2020 - Elsevier
Cross laminated timber (CLT) is a sustainable and innovative engineered timber product
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 …

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 …

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 …

Influence of the earthquake and progressive collapse strain rate on the structural response of timber dowel type connections through finite element modelling

X Cheng, BP Gilbert, H Guan, D Dias-da-Costa… - Journal of Building …, 2022 - Elsevier
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 …

Mode II fracture of wood: comparison between end-notched flexure and compact shear testing

J Reiner, J Wood, M Subhani - Engineering Fracture Mechanics, 2022 - Elsevier
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 …