Protective potential of high-contrast mineral-bonded layers on reinforced concrete slabs subjected to uniform shock waves
This study compares the blast performance of reinforced concrete (RC) slabs with and without strengthening on the impact-facing side. The strengthening strategy employed the application of two thin layers of materials with a high mutual stiffness offset, i.e., high-contrast layers. The first is a low-strength, low-modulus damping layer made of infra-lightweight concrete, followed by a second layer of high-ductility fiber-reinforced concrete. The plain RC slabs under investigation vary in thickness of either 40 mm or 100 mm. The layered specimens consist of a 40 mm thick RC slab strengthened with a 40 mm damping layer and a 20 mm cover SHLC 3 layer. This configuration enables a comparison of its behavior with the unstrengthened specimen (a plain 40 mm thick RC slab) and a specimen with a similar eigenfrequency (the plain 100 mm thick RC slab). The employed shock tube subjects the specimens to two rapidly rising areal pressures: a low-pressure wave reaching approximately 0.4 MPa and a high-pressure wave peaking at around 1.2 MPa. The study assesses the specimens’ response in terms of accelerations, velocities, and deformations. Additionally, it evaluates damage by analyzing crack patterns, Ultrasonic Pulse Velocity (UPV) measurements, and damping analysis. Overall, the layered specimens exhibited performance nearly equivalent to the 100 mm thick specimens, displaying similar deformations and velocities despite having lower mass and bending stiffness. The high-pressure shock wave hardly damaged the layered specimens, unlike the 40 mm thick slabs. • Blast performance of plain and strengthened concrete slabs is compared. • High-contrast strengthening layers perform equally well for blast loads and localized impacts. • Nearly equivalent deformations are observed in 100 mm thick layered specimens and heavier RC specimens. • No debonding of the strengthening layer occurs under bending induced by the shock wave.
Authors
- Matteo Colombo (ORCID: https://orcid.org/0000-0001-6457-7894)
- Silke Scheerer (ORCID: https://orcid.org/0000-0002-8976-6680)
- Paolo Martinelli (ORCID: https://orcid.org/0000-0003-1029-7744)
- Lena Leicht (ORCID: https://orcid.org/0000-0003-0398-2735)
- Marco di Prisco (ORCID: https://orcid.org/0000-0003-1779-2449)
- Manfred Curbach (ORCID: https://orcid.org/0000-0002-1596-7164)
- Birgit Beckmann (ORCID: https://orcid.org/0000-0001-6666-5388)
- Cesare Signorini (ORCID: https://orcid.org/0000-0002-6867-1340)
- Viktor Mechtcherine (ORCID: https://orcid.org/0000-0002-4685-7064)
Institutions
- Technische Universität Dresden (DE)
- Politecnico di Milano (IT)
Publication Details
- Journal
- International Journal of Impact Engineering
- Published
- 2024-10-22
- DOI
- https://doi.org/10.1016/j.ijimpeng.2024.105149
- Citations
- 3
- Primary Topic
- Structural Response to Dynamic Loads
- Type
- article
- Field-Weighted Citation Impact
- 0.78
Funders
- Deutsche Forschungsgemeinschaft