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

Institutions

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

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Protective potential of high-contrast mineral-bonded layers on reinforced concrete slabs subjected to uniform shock waves

Matteo Colombo, Silke Scheerer, Paolo Martinelli, Lena Leicht et al.
3 citations
International Journal of Impact Engineering
Structural Response to Dynamic Loads
0.78
article

Protective potential of high-contrast mineral-bonded layers on reinforced concrete slabs subjected to uniform shock waves

Matteo Colombo, Silke Scheerer, Paolo Martinelli, Lena Leicht, Marco di Prisco, Manfred Curbach, Birgit Beckmann, Cesare Signorini, Viktor Mechtcherine
article en
3 citations

Abstract

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.

International Journal of Impact EngineeringVol. 196
Technische Universität Dresden (DE), Politecnico di Milano (IT)
Deutsche Forschungsgemeinschaft
Sustainable cities and communities
Openalex Percentile: Top 30%
Structural Response to Dynamic Loads
0.78
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.