Examination of Concrete Canvas under Quasi-Realistic Loading by Computed Tomography
Auteur(s): |
Balázs Eller
(Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary)
Majid Movahedi Rad (Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary) Imre Fekete (Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary) Szabolcs Szalai (Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary) Dániel Harrach (Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary) Gusztáv Baranyai (Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary) Dmytro Kurhan (Department of Transport Infrastructure, Ukrainian State University of Science and Technologies, UA-49005 Dnipro, Ukraine) Mykola Sysyn (Department of Planning and Design of Railway Infrastructure, Technical University Dresden, D-01069 Dresden, Germany) Szabolcs Fischer (Central Campus Győr, Széchenyi István University, H-9026 Győr, Hungary) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Infrastructures, février 2023, n. 2, v. 8 |
Page(s): | 23 |
DOI: | 10.3390/infrastructures8020023 |
Abstrait: |
The current paper concerns the investigation of CC (Concrete Canvas), a unique building material from the GCCM (geosynthetic cementitious composite mat) product group. The material is suitable for trench lining, trench paving, or even military construction activities, while the authors’ purpose is to investigate the application of the material to road and railway substructure improvement. This research was carried out to verify the material’s suitability for transport infrastructure and its beneficial effects. The authors’ previous study reported that the primary measurements were puncture, compression, and the parameters evaluated in four-point bending (laboratory) tests. However, based on the results, finite element modeling was not feasible because the testing of the composite material in a single layer did not provide an accurate indication. For this reason, the material characteristics required for modeling were investigated. A unique, novel testing procedure and assembly were performed, wherein the material was loaded under quasi-realistic conditions with a crushed stone ballast sample and other continuous particle size distribution samples in a closed polyethylene tube. In addition, the deformation of the material following deformed bonding was measured by computed tomography scanning, and the results were evaluated. |
Copyright: | © 2023 the Authors. Licensee MDPI, Basel, Switzerland. |
License: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
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sur cette fiche - Reference-ID
10722748 - Publié(e) le:
22.04.2023 - Modifié(e) le:
10.05.2023