Experimental analysis of total energy absorption capacity in RC beams subjected to single or repeated drop-weight impactsShow others and affiliations
2025 (English)In: International Journal of Protective Structures, ISSN 2041-4196, E-ISSN 2041-420X, article id 20414196251361155Article in journal (Refereed) Published
Abstract [en]
Reinforced concrete (RC) protective structures require a large energy absorption capacity if they are to effectively withstand impulse loading due to blast or impact. Such structures may be subjected to both single and repeated impulse loading but there are just a few studies for the latter case. Therefore, in this study, experiments were conducted on RC beams, which were subjected to single or repeated drop-weight impacts. The beam response during impact was studied using a high-speed camera and digital image correlation. To determine the total energy absorption capacity, the impact-loaded beams were subjected to static loading until failure and the results compared to those of statically loaded reference beams. The total energy absorption capacity was of the same order or higher for beams previously subjected to impact loading, with a strong impact resulting in a greater increase. For tests in which the total impact energy was kept constant, repeated impact loading caused increased local damage, whilst decreasing the total energy absorption capacity.
Place, publisher, year, edition, pages
SAGE Publications Inc. , 2025. article id 20414196251361155
Keywords [en]
digital image correlation, drop-weight impact, energy absorption capacity, experiments, Reinforced concrete, repeated impacts, Concrete beams and girders, Drops, Energy absorption, High speed cameras, Image analysis, Loading, Strain measurement, Concrete protective structures, Digital image correlations, Drop-weight impacts, Experimental analysis, Impact loadings, Impulse loading, Reinforced concrete beams, Repeated impact, Total energy
National Category
Civil Engineering Mechanical Engineering
Identifiers
URN: urn:nbn:se:ri:diva-79208DOI: 10.1177/20414196251361155Scopus ID: 2-s2.0-105012894218OAI: oai:DiVA.org:ri-79208DiVA, id: diva2:2016468
Funder
Swedish Civil Contingencies Agency
Note
Article; Granskad
The authors disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This work was supported by the Swedish Civil Contingencies Agency (MSB). Additional funding for the experiments was provided by Fortifikationsk\u00E5rens forskningsfond (Fortification corps\u2019 research fund).
2025-11-252025-11-252025-12-23Bibliographically approved