Conference Agenda

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

S. Svensson

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

S. Huč, U. Rodman, S. Svensson

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

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

Quantification of poplar veneer deformation for modeling wood drying processes

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

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

R. Dsouza, T. Belt, S. Fortino

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

B. Sandor, J. Tieben, R. Griffith

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

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

P. Grönquist

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

J. M. Maas, F. K. Wittel

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

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

A. Ferrara, F. K. Wittel

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

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

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

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

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

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

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

H. Wimmer, A. Tessler, K. Nachbagauer

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

C. Melchor-Placencia, C. Málaga-Chuquitaype

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

T. Hozjan, U. Rodman, S. Huč

Recent developments in the modelling of connections with dowel-type fasteners in timber structures with Beam-on-Foundation models

T. K. Bader, M. Schweigler

Numerical and experimental analysis of beech wood shear lap joints under varying climatic conditions using thick 2K-epoxy and polymer mortar interfaces

P. L. Ditzel, C. Tapia Camú, P. Grönquist

Numerical assessment of brittle failures in dowel-type timber connections under in-plane multiaxial loading and bending moment

C. D. Aquino, M. Schweigler, L. G. Rodrigues, L. C. da Silva, J. M. Branco, T. K. Bader

Numerical and fracture mechanics-based simulation of crack propagation in moment-resisting dowelled timber connections

C. D. Aquino, L. C. da Silva, M. Schweigler, L. G. Rodrigues, J. M. Branco, T. K. Bader

Hygro-thermo-mechanical behavior of a scaled timber composite (softwood and hardwood) column-to-slab connection: experimental and numerical study.

R. N. Fararoni Platas, S. Gambarelli, J. Bosnjak

Numerical investigations on timber peg joints

J. Pełczyński, K. Wasilewski

Stiffness, ductility and load-bearing capacity of nails in TCC connections using a combination of beam on foundation model and static equilibrium of fasteners in deformed state – analytical, numerical and experimental study

J. Pyykkö, S. Svensson

Numerical study of moisture profiles in dowel timber connections

W. Mmari, M. Schweigler, B. Johannesson, R. Lemaître

Uncertainties and challenges concerning the determination of input parameters for modelling

C. Sandhaas

Modeling of wood forming by use of non-linear finite-element technologies

R. Fleischhauer, D. P. Rahmi, M. Kaliske

An anisotropic plastic-brittle constitutive model: spruce wood under various loading scenarios

D. P. Rahmi, R. Fleischhauer, M. Kaliske

Numerical modeling and sensitivity analysis of unidirectional strand board (USB) for structural applications

A. Ghazanfari, B. Kromoser

Approximatioh to the explicit formulation of the Tsai-Hill criterion

R. Quinteros-Mayne, I. de Arteaga Jordá, J. M. Cabrero Ballarín

Real time prediction of NVH behavior of steel-wood hybrid structures in automotive engineering by Model Order Reduction

M. Wagner, A. Pasquale, A. Schmid, S. R. Iturra, F. Chinesta, F. Feist

Quantifying uncertainty in mode I wood fracture using likelihood-based methods

J. Jonasson, J. Lindström, H. Danielsson, E. Serrano

Macroscale modeling of wood fracture utilizing the phase field approach

S. Pech, M. Lukacevic, J. Füssl

Numerical modelling of stitching-enhanced wood-based laminates

M. Wagner, G. Bauman, F. Feist

The effect of loading rate and moisture content on the fracture toughness of spruce wood

M. Hassan Vand, V. Sebera, D. Děcký

Characterization of mode II fracture behaviour of hybrid spruce-beech glue lines: a non-symmetric ENF-test as foundation for a cohesive zone model

K. Zechmeister, M. Riegler, M. Derbas, B. Kromoser

Failure modelling of timber frame diaphragms using a sheathing-to-framing connection model based on orthotropic multilinear damage evolution laws

D. Byloos, T. Engelen, B. Vandoren

Failure analysis of Cross Laminated Timbers using an efficient layerwise model

G. Blondet, J. Bleyer, A. Lebée

Influence of segmented discrete modeling and interaction types on simulating multilayered OSB wall elements

J. Belz, B. Kromoser

Numerical analysis of the single cube apparatus for shear testing applied on Norway spruce in the transverse plane

T. Király, J. Garab, L. Bejó

A numerical study of a wood-based energy absorbing structure inspired by nature

F. Feist, M. Pramreiter, M. Wagner, G. Baumann, U. Müller

Numerical analysis of glulam beams using advanced one-dimensional finite elements

R. Augello, E. Carrera

Ensuring constant structural reliability for glued laminated timber beams across various sizes using the finite weakest-link theory

C. Vida, M. Lukacevic, S. Pech, J. Füssl

Strip-laminated timber from recovered glulam beams – test results and challenges

A. Weidenhiller, A. Foller

Predicting the bending strength of GLT members with holes and notches – a FEM-based engineering approach

M. Detter, G. Hochreiner, J. Füssl

Experimental investigations and numerical modelling of CFRP reinforced GLT members to investigate catenary action in post and beam timber buildings

L. Esser, A. Frangi

Acoustic emission-based deduction of micromechanical mechanisms during cross-grain fracture: experiments to support multi-scale modeling

E. N. Landis, P. Belalpour Dastjerdi