| 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
Influence of Wooden Board Strength Class on the Performance of Cross-laminated Timber Plates Investigated by Means of Full-field Deformation Measurements
Abstract
Although cross-laminated timber (CLT) plates are increasingly used in high-performance building structures, a tailored composition of them or, at least, a performance-based classification scheme is not available. Especially, the influence of the quality of the ‘raw’ material (wooden boards) on the load carrying capacity of CLT elements is hardly investigated yet. For this reason, within this work, bending tests on 24 CLT plates consisting of wooden boards from three different strength classes have been carried out. The global mechanical response as well as the formation of failure mechanisms were investigated, including a full-field deformation measurement system, which allowed for a qualitatively as well as quantitatively identification of board failure modes. Interestingly, no influence of the board strength class on the elastic limit load of the CLT plates was observed, but the situation was different for the load displacement history beyond the elastic regime, where basically, two different global failure mechanisms could be distinguished. The obtained knowledge about the ‘post-elastic’ behaviour of CLT plates may serve as a basis for the optimisation of CLT products and the development or improvement of design concepts, respectively. Moreover, the obtained large ‘post-elastic’ capacity reserve of CLT consisting of high quality boards could lead to a better utilisation of the raw material.