Shear behavior of RC beams with openings under impact loads: unveiling the effects of HSC and RECC

• Published in: Archives of Civil and Mechanical Engineering 2024-09, Vol.24 (4), p.236, Article 236
• Main Authors: Saad, Ahmad G., Sakr, Mohammed A., Khalifa, Tarek M., Darwish, Esam A.
• Format: Article
• Language: English
• Subjects: Aggregates; Bearing capacity; Civil Engineering; Concrete; Concrete aggregates; Concrete properties; Construction; Cracking (fracturing); Damage detection; Energy dissipation; Engineering; Failure modes; Finite element method; Hazard mitigation; High strength concretes; Impact analysis; Impact loads; Impact response; Investigations; Load bearing elements; Mechanical Engineering; Mechanical properties; Numerical analysis; Original Article; Parametric analysis; Polyvinyl alcohol; Reinforced concrete; Stiffness; Strain rate; Stress concentration; Structural integrity; Structural Materials; Tires
• ISSN: 2083-3318; 1644-9665; 2083-3318
• DOI: 10.1007/s43452-024-01041-1

Incorporating transverse openings in reinforced concrete (RC) beams reduces their load-bearing capacity and stiffness, making them prone to premature failure. This highlights the need for a more nuanced understanding of their behavior to ensure structural integrity, particularly under impact loads. This research delves into a relatively unexplored area, investigating the impact performance of RC beams containing openings through numerical analysis. By comparing different concrete types, the study seeks to identify optimal materials for such applications. The concrete damage plasticity model, accounting for strain rate effects, will be employed to simulate the material behavior of normal-strength concrete (NSC), high-strength concrete (HSC), and a novel eco-friendly alternative: rubberized engineered cementitious composite (RECC). RECC incorporates recycled tire rubber as a partial substitute for traditional concrete aggregates, offering a sustainable solution while mitigating environmental hazards associated with waste tire incineration. The finite element models are validated with experimental results, accurately predicting ultimate capacities, failure modes, and post-cracking response in RC beams (with/without openings) under static/impact loads. A comprehensive parametric analysis investigates the effects of concrete strength, impact energy, impactor mass, drop height, and opening location, providing valuable insights into how these factors influence the impact behavior under drop-weight testing. The results reveal that openings in RC beams under impact loads significantly reduce strength and stiffness, with detrimental effects observed for dual shear-zone openings. Surprisingly, a small mid-span opening can enhance impact response. HSC beams exhibit lower initial displacements but higher residual values, while RECC improves overall behavior in beams with openings, reducing maximum displacement and promoting energy dissipation for improved post-impact recovery.