Machine-Learning-Based Probabilistic Model and Design-Oriented Formula of Shear Strength Capacity of UHPC Beams
Designing UHPC beams for shear is challenging because many factors-geometry, concrete strength, fibers, and stirrups-act together. In this study, we compile a large, curated database of laboratory tests and develop machine learning models to predict shear capacity. The best models provide accurate point predictions and, importantly, a 95% prediction band that tells how much uncertainty to expect; in tests, about 95% of results fall inside this band. For day-to-day design, we also offer a short, design-oriented formula with explicit coefficients and variables that can be used in a spreadsheet. Together, these tools let engineers screen options quickly, check designs with an uncertainty margin, and choose a conservative value when needed. The approach is transparent, easy to implement, and aligned with common code variables, so it can support preliminary sizing, verification, and assessment of UHPC members.
Authors
- Xiangyong Ni (ORCID: https://orcid.org/0000-0002-9807-7756)
- Jiaqi Xu (ORCID: https://orcid.org/0000-0002-6735-9267)
- Kun Yang (ORCID: https://orcid.org/0000-0002-9956-2200)
Institutions
- Shanghai University (CN)
- CNC Technology (Czechia) (CZ)
- Shanghai Construction Group (China) (CN)
Publication Details
- Journal
- Materials
- Published
- 2025-10-21
- DOI
- https://doi.org/10.3390/ma18204800
- Citations
- 1
- Primary Topic
- Innovative concrete reinforcement materials
- Type
- article
- Field-Weighted Citation Impact
- 0.95