Conference Agenda
Overview and details of the sessions of this conference. Please select a date or location to show only sessions at that day or location. Please select a single session for detailed view (with abstracts and downloads if available).
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Session Overview |
Date: Wednesday, 04/June/2025 | ||
7:30am - 6:00pm |
Registration |
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9:00am - 9:20am |
Opening Session Location: Cupola Hall |
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9:20am - 10:00am |
KL1: Keynote Lecture Location: Cupola Hall Wood material science and the strength of computer simulations - theory, model, simulation, test and experimental evidence |
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10:00am - 10:30am |
Coffee Break Location: Festive Hall |
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10:30am - 12:30pm |
W1: Hygro-Mechanical Behavior I Location: Cupola Hall The influence of moisture transport models on the mechanical behavior of wood 10:50am - 11:10am Thermodynamic modeling of kiln wood drying for energy efficiency and sustainability in forestry 11:10am - 11:30am Quantification of poplar veneer deformation for modeling wood drying processes 11:30am - 11:50am Multiphase modeling of wood decay under fungal attack supported by LFNMR experiments 11:50am - 12:10pm Development and validation of a novel two-step hygroscopic deformation model for wood 12:10pm - 12:30pm Comparing DVC tools for quantifying hygroscopic deformation in lignocellulosic tissues |
W2: CLT - Modal & Vibration Analysis Location: Boeckl Hall Modelling approaches for innovative tailored laminated timber 10:50am - 11:10am Evaluation of stiffness properties of engineered wood products comparing resonance frequencies from experiments and finite element models 11:10am - 11:30am Detection of impaired adhesive bondline in CLT using experimental modal analysis and ultrasonic technique 11:30am - 11:50am Investigation of imperfections in adhesive bondline in CLT using numerical modal analysis 11:50am - 12:10pm Seismic modelling approaches for platform type CLT structures 12:10pm - 12:30pm Potential of hybrid Aspen and Poplar wood vibration damping properties |
12:30pm - 1:30pm |
Lunch Break Location: Festive Hall |
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1:30pm - 2:10pm |
KL2: Keynote Lecture Location: Cupola Hall Application of complex material models in timber engineering design: illustration on curved cross-laminated timber and timber-concrete composite slabs |
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2:10pm - 2:20pm |
Transition to Parallel Sessions |
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2:20pm - 4:00pm |
W3: Hygro-Mechanical Behavior II Location: Cupola Hall Insights from a unified database of Norway spruce’s moisture-dependent orthotropic rheology 2:40pm - 3:00pm A cellular model for the moisture-dependent rheonomic behavior of Norway spruce at the tissue scale 3:00pm - 3:20pm Moisture-dependent rheological behavior of Norway spruce on the tissue scale 3:20pm - 3:40pm Hierarchical multiscale modeling of mass transport in wood: linking molecular and continuum levels 3:40pm - 4:00pm Transport properties of pristine and transparent wood predicted by means of multiscale modeling inspired by continuum micromechanics |
W4: CLT & Connections Location: Boeckl Hall Mechanical properties of adhesive-free CLT with hardwood dowels for numerical prediction: experimental investigations on dowels and DCLT elements 2:40pm - 3:00pm The effect of slip stiffness on the behaviour of timber-concrete composite slabs 3:00pm - 3:20pm Numerical modelling of adhesively bonded beech joints - effects of surface preparation methods 3:20pm - 3:40pm A finite element model for steel-CLT deconstructable connections 3:40pm - 4:00pm Strategies for ductile connections in mid-rise timber buildings in context of a circular economy |
4:00pm - 4:30pm |
Coffee Break Location: Festive Hall |
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4:30pm - 6:10pm |
W5: Hygro-Mechanical Behavior III Location: Cupola Hall Energetic formulations to simulate moisture-induced and mixed mode fracture in wood by the Representative Crack Element framework 4:50pm - 5:10pm Application of the connector beam lattice model for multiscale simulation of wood durability 5:10pm - 5:30pm Deformation analysis of cross-laminated timber beams subjected to initial strains induced by moisture content variations 5:30pm - 5:50pm Numerical framework to assess the short- and long-term response of post-tensioned timber elements 5:50pm - 6:10pm Influence of the load level on the long-term behaviour of timber beams |
W6: Standardisation Location: Boeckl Hall Comparative analysis of a comprehensive pyrolysis model and Eurocode 5 in evaluating fire resistance of timber components 4:50pm - 5:10pm Development of a technical specification on numerical design of timber structures – verification and validation of numerical models, analyses, and results 5:10pm - 5:30pm Methodology and case study on transferring the design methods from the Eurocodes to numerical design calculations with direct resistance check 5:30pm - 5:50pm Bearing strength perpendicular to grain – EC5 model revised for birch wood 5:50pm - 6:10pm Stability of wood pillars: Brazilian standards vs. experimental results |
6:20pm - 9:00pm |
Welcome Cocktail Location: Festive Hall |
Contact and Legal Notice · Contact Address: Privacy Statement · Conference: CompWood 2025 |
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