Evaluation of Deflection Prediction Models for RC Beams with High-Strength Steel Reinforcement
) across several reinforcement stress levels ranged from 0.99 to 0.81 for different models. The design codes tend to underestimate curvature. The coefficients of variation ranged between 17.8% and 24.9% for different models.
Authors
- Juozas Valivonis (ORCID: https://orcid.org/0000-0001-6194-3764)
- Adas Meškėnas (ORCID: https://orcid.org/0000-0003-2790-4037)
- Gintaris Kaklauskas (ORCID: https://orcid.org/0000-0002-7128-3322)
- Aleksandr Sokolov (ORCID: https://orcid.org/0000-0001-6501-9907)
- Aqib Ahmed (ORCID: https://orcid.org/0000-0001-7292-2889)
Institutions
- Vilnius Gediminas Technical University (LT)
Publication Details
- Journal
- Materials
- Published
- 2026-04-14
- DOI
- https://doi.org/10.3390/ma19081576
- Primary Topic
- Structural Behavior of Reinforced Concrete
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- European Commission
- Lietuvos Mokslo Taryba
- HORIZON EUROPE Framework Programme