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contributor authorPetr Hála
contributor authorKarel Hurtig
contributor authorRadek Řídký
contributor authorRadoslav Sovják
contributor authorPetr Konvalinka
date accessioned2026-02-16T21:46:41Z
date available2026-02-16T21:46:41Z
date copyright2025/01/01
date issued2025
identifier otherJMCEE7.MTENG-18522.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309716
description abstractThis work aims to investigate the effect of a wide range of oblique impacts of the 7.62-mm-caliber projectile on the slim high-performance fiber-reinforced concrete (HPFRC) panels. The trajectory of the projectile, the depth of penetration, and the extent and type of plate damage are discussed in detail. The numerical models developed in commercially available software are also included in this work to support and supplement the experimental data. In the model, each fiber is modeled separately, leading to a more realistic prediction of the material behavior. The analyses identified four basic scenarios for projectile impact: total plate perforation by the projectile core, core penetration combined with or without rear HPFRC material detachment, and ricochet. The results show that the numerical model can effectively and accurately predict the impact response and damage morphologies of the slim HPFRC panel.
publisherAmerican Society of Civil Engineers
titleResistance of High-Performance Concrete Panels with Dispersed Fiber Reinforcement to Oblique-Angle Projectile Impact
typeJournal Article
journal volume37
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-18522
journal fristpage04024455-1
journal lastpage04024455-12
page12
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
contenttypeFulltext


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