693.932 PEOPLE
| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Serrano, Erik
Lund University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (32/32 displayed)
- 2024Mode I cohesive law of birch wood-biobased adhesive systems
- 2024Impact of Acetylation on the Behaviour of Single-Dowel Timber Connections
- 2023Experimental Testing and Numerical Evaluation of the Strain-softening Behavior of Birch Using a Cross-validation Calibration Approach
- 2021Moisture-dependency of the fracture energy of woodcitations
- 2021Numerical modelling of wood under combined loading of compression perpendicular to the grain and rolling shearcitations
- 2021Numerical modelling of wood under combined loading of compressionperpendicular to the grain and rolling shearcitations
- 2021Moisture-dependency of the fracture energy of wood : A comparison of unmodified and acetylated Scots pine and birchcitations
- 2021A numerical study of the stiffness and strength of cross-laminated timber wall-to-floor connections under compression perpendicular to the graincitations
- 2020Fracture characteristics of acetylated young Scots pinecitations
- 2019Fracture of laminated bamboo and the influence of preservative treatmentscitations
- 2019Fracture of laminated bamboo and the influence of preservative treatmentscitations
- 2019Modelling of wood under compression perpendicular to the grain with rolling shear in cross-laminated timber
- 2018Experimental study of dowel design in the shear plate dowel joint
- 2017Strength and stiffness of cross laminated timber at in-plane beam loading
- 2017Impact of knots on the fracture propagating along grain in timber beamscitations
- 2016Integrative experimental characterization and engineering modeling of single-dowel connections in LVLcitations
- 2016Experimental characterization of the global and local behavior of multi-dowel LVL-connections under complex loadingcitations
- 2016Bond line models of glued wood-to-steel plate jointscitations
- 2015Effective stiffness prediction of GLT beams based on stiffness distributions of individual lamellascitations
- 2014Influence of Wooden Board Strength Class on the Performance of Cross-laminated Timber Plates Investigated by Means of Full-field Deformation Measurementscitations
- 2014Joint study on material properties of adhesives to be used in load-bearing timber-glass composite elements.
- 2013Fracture characterisation of green glued-polyurethane adhesive bonds in Mode Icitations
- 2011Wet glued laminated beams using side boards of Norway spruce
- 2010Timber/Glass Adhesive Bonds : Experimental testing and evaluation methods
- 2009Flat wise green gluing of Norway spruce for structural application
- 2008An experimental study of the effects of moisture variations and gradients in the joint area in steel-timber dowel jointscitations
- 2007Dowel type joints – Influence of moisture changes and dowel surface smoothness
- 2006A numerical study of the effects of stresses induced by moisture gradients in steel-to-timber dowel jointscitations
- 2002A rational adhesive joint strength analysis by non-linear fracture mechanics
- 2001Glued-In Rods for Timber Structures - Development of a Calculation Model
- 2000Finger-Joints and Laminated Wood. Final Report for the BFR-project
- 2000Adhesive Joints in Timber Engineering. Modelling and Testing of Fracture Properties
Places of action
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article
Impact of knots on the fracture propagating along grain in timber beams
Abstract
Fracture propagating along the grain of timber is one of the most relevant failure mechanisms due to the wood’s low strength and its brittle failure behaviour when subjected to excessive shear and tensile stresses perpendicular to the grain. According to the current procedures, the fracture energy of wood is determined on small clear specimens. However, for the prediction of the structural behaviour of full-scale structural timber members, the influence of knots has to be accounted for. The discrepancy between the fracture behaviour of small specimens and members of structural size has already been observed in several studies. The aim of this paper is to provide a review on a selection of these studies and to discuss their relevancy for the evaluation of the fracture properties and the structural behaviour of full-scale structural timber.