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).

 
 
Session Overview
Date: Wednesday, 04/June/2025
7:30am
-
6:00pm
Registration
9:00am
-
9:20am
Opening Session
Location: Cupola Hall
9:20am
-
10:00am
KL1: Keynote Lecture
Location: Cupola Hall
 
9:20am - 10:00am

Wood material science and the strength of computer simulations - theory, model, simulation, test and experimental evidence

S. Svensson

10:00am
-
10:30am
Coffee Break
Location: Festive Hall
10:30am
-
12:30pm
W1: Hygro-Mechanical Behavior I
Location: Cupola Hall
 
10:30am - 10:50am

The influence of moisture transport models on the mechanical behavior of wood

S. Huč, U. Rodman, S. Svensson



10:50am - 11:10am

Thermodynamic modeling of kiln wood drying for energy efficiency and sustainability in forestry

E. Hajian, J. A. J. Huber, L. Hansson



11:10am - 11:30am

Quantification of poplar veneer deformation for modeling wood drying processes

C. Kachouh, J. Viguier, S. Girardon, T. Marcel-Mathey, L. Denaud



11:30am - 11:50am

Multiphase modeling of wood decay under fungal attack supported by LFNMR experiments

R. Dsouza, T. Belt, S. Fortino



11:50am - 12:10pm

Development and validation of a novel two-step hygroscopic deformation model for wood

B. Sandor, J. Tieben, R. Griffith



12:10pm - 12:30pm

Comparing DVC tools for quantifying hygroscopic deformation in lignocellulosic tissues

K. Ulrich, F. Scheckenbach, T. M. Wong, B. Zeller-Plumhoff, T. Masselter, T. Speck, L. Hesse

W2: CLT - Modal & Vibration Analysis
Location: Boeckl Hall
 
10:30am - 10:50am

Modelling approaches for innovative tailored laminated timber

E. Serrano, H. Danielsson, P. Persson



10:50am - 11:10am

Evaluation of stiffness properties of engineered wood products comparing resonance frequencies from experiments and finite element models

A. Olsson, A. Göthberg, M. Schweigler, M. Hu



11:10am - 11:30am

Detection of impaired adhesive bondline in CLT using experimental modal analysis and ultrasonic technique

P. Nop, V. Sebera, J. Tippner, J. Zlámal



11:30am - 11:50am

Investigation of imperfections in adhesive bondline in CLT using numerical modal analysis

V. Sebera, P. Nop, J. Tippner



11:50am - 12:10pm

Seismic modelling approaches for platform type CLT structures

B. Azinović, L. Naumovski, T. Pazlar



12:10pm - 12:30pm

Potential of hybrid Aspen and Poplar wood vibration damping properties

M. Irbe, A. Pupurs

12:30pm
-
1:30pm
Lunch Break
Location: Festive Hall
1:30pm
-
2:10pm
KL2: Keynote Lecture
Location: Cupola Hall
 
1:30pm - 2:10pm

Application of complex material models in timber engineering design: illustration on curved cross-laminated timber and timber-concrete composite slabs

P. Grönquist

2:10pm
-
2:20pm
Transition to Parallel Sessions
2:20pm
-
4:00pm
W3: Hygro-Mechanical Behavior II
Location: Cupola Hall
 
2:20pm - 2:40pm

Insights from a unified database of Norway spruce’s moisture-dependent orthotropic rheology

J. M. Maas, F. K. Wittel



2:40pm - 3:00pm

A cellular model for the moisture-dependent rheonomic behavior of Norway spruce at the tissue scale

A. Ferrara, J. M. Maas, J. Amando de Barros, F. K. Wittel



3:00pm - 3:20pm

Moisture-dependent rheological behavior of Norway spruce on the tissue scale

A. Ferrara, F. K. Wittel



3:20pm - 3:40pm

Hierarchical multiscale modeling of mass transport in wood: linking molecular and continuum levels

K. Hackenstrass, N. Tabudlong Jonasson, H. Yu, S. Florisson, M. Wohlert



3:40pm - 4:00pm

Transport properties of pristine and transparent wood predicted by means of multiscale modeling inspired by continuum micromechanics

S. Scheiner, A. Thirion, M. Königsberger, C. Hellmich, J. Füssl

W4: CLT & Connections
Location: Boeckl Hall
 
2:20pm - 2:40pm

Mechanical properties of adhesive-free CLT with hardwood dowels for numerical prediction: experimental investigations on dowels and DCLT elements

S. Mansour, P. J. McGetrick



2:40pm - 3:00pm

The effect of slip stiffness on the behaviour of timber-concrete composite slabs

D. B. Merczel, M. Tantawi, J. Lógó



3:00pm - 3:20pm

Numerical modelling of adhesively bonded beech joints - effects of surface preparation methods

B. Azinović, L. Naumovski, M. Capuder, T. Pazlar



3:20pm - 3:40pm

A finite element model for steel-CLT deconstructable connections

F. O'Donnell, B. Chen, S. Bhandari, J. Hajjar



3:40pm - 4:00pm

Strategies for ductile connections in mid-rise timber buildings in context of a circular economy

A. Gerger, A. Fadai

4:00pm
-
4:30pm
Coffee Break
Location: Festive Hall
4:30pm
-
6:10pm
W5: Hygro-Mechanical Behavior III
Location: Cupola Hall
 
4:30pm - 4:50pm

Energetic formulations to simulate moisture-induced and mixed mode fracture in wood by the Representative Crack Element framework

D. Konopka, M. May, D. Supriatna, J. Storm, M. Kaliske



4:50pm - 5:10pm

Application of the connector beam lattice model for multiscale simulation of wood durability

S.-A. Brown, H. Yin, E. Lale, M. Troemner, G. Cusatis



5:10pm - 5:30pm

Deformation analysis of cross-laminated timber beams subjected to initial strains induced by moisture content variations

H. Wimmer, A. Tessler, K. Nachbagauer



5:30pm - 5:50pm

Numerical framework to assess the short- and long-term response of post-tensioned timber elements

C. Melchor-Placencia, C. Málaga-Chuquitaype



5:50pm - 6:10pm

Influence of the load level on the long-term behaviour of timber beams

T. Hozjan, U. Rodman, S. Huč

W6: Standardisation
Location: Boeckl Hall
 
4:30pm - 4:50pm

Comparative analysis of a comprehensive pyrolysis model and Eurocode 5 in evaluating fire resistance of timber components

B. Sandor, S. Polleres



4:50pm - 5:10pm

Development of a technical specification on numerical design of timber structures – verification and validation of numerical models, analyses, and results

J. Töpler, A. S. Cao



5:10pm - 5:30pm

Methodology and case study on transferring the design methods from the Eurocodes to numerical design calculations with direct resistance check

J. Töpler, G. Hochreiner



5:30pm - 5:50pm

Bearing strength perpendicular to grain – EC5 model revised for birch wood

P. Schlotzhauer, S. Raskop, H. Militz



5:50pm - 6:10pm

Stability of wood pillars: Brazilian standards vs. experimental results

R. M. Brasil, A. M. Wahrhaftig

6:20pm
-
9:00pm
Welcome Cocktail
Location: Festive Hall

 
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