Conference Agenda

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

University of Stuttgart, Germany

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

C. D. Aquino¹, M. Schweigler², L. G. Rodrigues³, L. C. da Silva⁴, J. M. Branco¹, T. K. Bader²

¹University of Minho, Portugal; ²Linnaeus University, Sweden; ³XAIS-PTS Ltd, United Kingdom; ⁴Politecnico di Milano, Italy

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

C. D. Aquino¹, L. C. da Silva², M. Schweigler³, L. G. Rodrigues⁴, J. M. Branco¹, T. K. Bader³

¹University of Minho, Portugal; ²Politecnico di Milano, Italy; ³Linnaeus University, Sweden; ⁴XAIS-PTS Ltd, United Kingdom

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

Stuttgart University, Germany

Numerical investigations on timber peg joints

J. Pełczyński, K. Wasilewski

Warsaw University of Technology, Poland

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^1,2, S. Svensson¹

¹University of Borås, Sweden; ²Uppsala University, Sweden

Numerical study of moisture profiles in dowel timber connections

W. Mmari¹, M. Schweigler¹, B. Johannesson¹, R. Lemaître²

¹Linnaeus University, Sweden; ²CERIB Fire Testing Centre, France