Abstract
This paper presents a finite element-based numerical model for tracing the behavior of ultra-high performance concrete (UHPC) beams. The model developed in ABAQUS can account for stress–strain response of UHPC and reinforcing bar in both tension and compression, bond between concrete and reinforcing steel, and strain hardening effects in bars and UHPC and can trace the detailed response of UHPC beams in the entire range of loading. This model is validated by comparing predicted response parameters including load-strain, load-deflection, and crack propagation against experimental data governed from tests on UHPC beams with different reinforcement ratios, fiber volume fractions, and loading configurations (shear and flexural loading). The validated model is applied to quantify the contribution of stirrups and concrete to shear strength of beams so as to explore the feasibility of removing shear reinforcement in UHPC beams.
| Original language | English |
|---|---|
| Pages (from-to) | 448-466 |
| Number of pages | 19 |
| Journal | Modelling |
| Volume | 2 |
| Issue number | 4 |
| DOIs | |
| State | Published - Dec 2021 |
Bibliographical note
Publisher Copyright:© 2021 by the authors.
Keywords
- concrete damage plasticity model
- fiber reinforcement
- finite element analysis
- flexure
- shear
- ultra-high performance concrete