Behaviour Analysis of Timber-Concrete Composite Floor Structure with Granite Chip Connection

Journal of Composites Science 2025
Anna Haijima, Elza Briuka, Jānis Šliseris, Dmitrijs Serdjuks, Artūrs Zīverts, Vjačeslavs Lapkovskis

This study investigates the mechanical behaviour of timber–concrete composite (TCC) floor members with an innovative adhesive connection reinforced by granite chips, glass fibre yarn net in the epoxy adhesive layer, and polypropylene (PP) fibres in the concrete layer. Laboratory tests involved three groups of specimens subjected to three-point bending over a span of 500 mmwith specimen lengths of 550 mm. Group A specimens exhibited crack initiation at approximately 8 kN and partial disintegration at an average load of 11.17 kN, with maximum vertical displacements ranging from 1.7 to 2.5 mm at 8 kN load, increasing rapidly to 4.3 to 5 mm post-cracking. The addition of reinforcing fibres decreased the brittleness of the adhesive connection and improved load-bearing capacity. Finite element modeling using the newly developed Verisim4D software (2025 v 0.6) and analytical micromechanics approaches demonstrated satisfactory accuracy in predicting the composite behavior. This research highlights the potential of reinforcing the adhesive layer and concrete with fibres to enhance the ductility and durability of TCC members under flexural loading.

Atslēgas vārdi
Timber-concrete composite | Adhesive reinforcement | Granite chips | Polypropylene fibres | Three-point bending | Micromechanics | Verisim4D | Flexural behavior | Glass fibre yarns
DOI
10.3390/jcs9100538
Hipersaite
https://doi.org/10.3390/jcs9100538

Haijima, A., Briuka, E., Šliseris, J., Serdjuks, D., Zīverts, A., Lapkovskis, V. Behaviour Analysis of Timber-Concrete Composite Floor Structure with Granite Chip Connection. Journal of Composites Science, 2025, Vol. 9, No. 10, Article number 538. e-ISSN 2504-477X. Pieejams: doi:10.3390/jcs9100538

Publikācijas valoda
English (en)