AbstractIn this work, Mixed-Mode Bending (MMB) tests are performed on spruce specimens for several mixed mode ratios GI/GII and in pure Modes (I and II). For each fracture test, the resistance curve (R-curve) is estimated on the basis of the equivalent LEFM by the compliance method. The compliance function used in this study is based on a finite element modeling in which the invariant Mθ-integral method is applied to separate each mode component. In the quasi-brittle material such as wood, the fracture criterion is usually presented by using the propagation resistance of wood (plateau constant values of the R-curve relative to mode I and mode II components) so that, in this paper, a generalization of the fracture criterion whatever the crac...
Due to the complex wood anatomy and the loading orientation, the timber elements ...
Ce travail concerne des expériences mécaniques, des analyses numériques et des modélisations analyti...
The purpose of reinforcing assemblies and structural elements inwood is to overcome the resistance l...
ABSTRACT: The mixed mode fracture failure of eastern red spruce (Picea rubens) was investigated by m...
Cracking of wooden structural elements has been a challenge for many years. The risksof cracking are...
La problématique liée à la fissuration des éléments de structure en bois interpelle les professionne...
Cette thèse s’effectue au sein de l’université de Bordeaux. Ce projet concerne la construction en bo...
Mode I fracture characterization was induced in wood (Picea abies L.) using the single-edge-notched ...
This study provides detailed data on the quasi-brittle behaviour of two softwood species, the Mariti...
Investigation of fracture of wood components can prevent from catastrophic failures. Created fractur...
The mixed mode loading configuration occurs in many civil engineering and mechanical applications. I...
In many structures and components cracks, which are exposed to a 3D-mixed-mode-loading, occur due to...
AbstractA numerical study involving the single edge notched-three point bending test was methodicall...
This work addresses wood fracture characterization under mode II loading using the Four-Point End-No...
Copyright © 2013 Li Ren et al. This is an open access article distributed under the Creative Commons...
Due to the complex wood anatomy and the loading orientation, the timber elements ...
Ce travail concerne des expériences mécaniques, des analyses numériques et des modélisations analyti...
The purpose of reinforcing assemblies and structural elements inwood is to overcome the resistance l...
ABSTRACT: The mixed mode fracture failure of eastern red spruce (Picea rubens) was investigated by m...
Cracking of wooden structural elements has been a challenge for many years. The risksof cracking are...
La problématique liée à la fissuration des éléments de structure en bois interpelle les professionne...
Cette thèse s’effectue au sein de l’université de Bordeaux. Ce projet concerne la construction en bo...
Mode I fracture characterization was induced in wood (Picea abies L.) using the single-edge-notched ...
This study provides detailed data on the quasi-brittle behaviour of two softwood species, the Mariti...
Investigation of fracture of wood components can prevent from catastrophic failures. Created fractur...
The mixed mode loading configuration occurs in many civil engineering and mechanical applications. I...
In many structures and components cracks, which are exposed to a 3D-mixed-mode-loading, occur due to...
AbstractA numerical study involving the single edge notched-three point bending test was methodicall...
This work addresses wood fracture characterization under mode II loading using the Four-Point End-No...
Copyright © 2013 Li Ren et al. This is an open access article distributed under the Creative Commons...
Due to the complex wood anatomy and the loading orientation, the timber elements ...
Ce travail concerne des expériences mécaniques, des analyses numériques et des modélisations analyti...
The purpose of reinforcing assemblies and structural elements inwood is to overcome the resistance l...