Anna Haijima
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Anna Haijima has a total of 5 co-authors. Here are the top co-authors by number of shared publications:
- Arturs Ziverts
Faculty of Civil and Mechanical Engineering, Institute of Civil Engineering, Riga Technical University, LV-1048 Riga, Latvia
1 shared publication - Dmitrijs Serdjuks
Faculty of Civil and Mechanical Engineering, Institute of Civil Engineering, Riga Technical University, LV-1048 Riga, Latvia
1 shared publication - Elza Briuka
Faculty of Civil and Mechanical Engineering, Institute of Civil Engineering, Riga Technical University, LV-1048 Riga, Latvia
1 shared publication - Janis Sliseris
Faculty of Civil and Mechanical Engineering, Institute of Civil Engineering, Riga Technical University, LV-1048 Riga, Latvia
1 shared publication - Vjaceslavs Lapkovskis
Faculty of Civil and Mechanical Engineering, Institute of Civil Engineering, Riga Technical University, LV-1048 Riga, Latvia
1 shared publication
Latest Publications
- Open Access
- 2 October 2025
- Published by MDPI AG in Journal of Composites Science
- Vol. 9 (10) , 538
Behaviour Analysis of Timber–Concrete Composite Floor Structure with Granite Chip Connection
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 mm with 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.
- 2 October 2025
- Published by MDPI AG in Journal of Composites Science
- Vol. 9 (10) , 538
Open AccessBehaviour Analysis of Timber–Concrete Composite Floor Structure with Granite Chip Connection
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 mm with 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.