prikaz prve stranice dokumenta Numerical simulation of reinforced concrete structures under impact loading
  Download
PDF 1.56 MB
Scientific paper - Original scientific paper
Numerical simulation of reinforced concrete structures under impact loading
Materialwissenschaft und Werkstofftechnik, 50 (2019), 5; 599-610. https://doi.org/10.1002/mawe.201800181
Živaljić, Nikolina; Nikolić, Željana; Smoljanović, Hrvoje; Munjiza, Ante

Institutional repository: FCEAG Repository

Cite this document

Živaljić, N., Nikolić, Ž., Smoljanović, H. & Munjiza, A. (2019). Numerical simulation of reinforced concrete structures under impact loading. Materialwissenschaft und Werkstofftechnik, 50. (5), 599-610. doi: 10.1002/mawe.201800181

Živaljić, Nikolina, et al. "Numerical simulation of reinforced concrete structures under impact loading." Materialwissenschaft und Werkstofftechnik, vol. 50, no. 5, 2019, pp. 599-610. https://doi.org/10.1002/mawe.201800181

Živaljić, Nikolina, Željana Nikolić, Hrvoje Smoljanović and Ante Munjiza. "Numerical simulation of reinforced concrete structures under impact loading." Materialwissenschaft und Werkstofftechnik 50, no. 5 (2019): 599-610. https://doi.org/10.1002/mawe.201800181

Živaljić, N., et al. (2019) 'Numerical simulation of reinforced concrete structures under impact loading', Materialwissenschaft und Werkstofftechnik, 50(5), pp. 599-610. doi: 10.1002/mawe.201800181

Živaljić N, Nikolić Ž, Smoljanović H, Munjiza A. Numerical simulation of reinforced concrete structures under impact loading. Materialwissenschaft und Werkstofftechnik [Internet]. 2019 [cited 2024 December 29];50(5):599-610. doi: 10.1002/mawe.201800181

N. Živaljić, Ž. Nikolić, H. Smoljanović and A. Munjiza, "Numerical simulation of reinforced concrete structures under impact loading", Materialwissenschaft und Werkstofftechnik, vol. 50, no. 5, pp. 599-610, 2019. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:123:637560. [Accessed: 29 December 2024]

Metadata
Title (english)Numerical simulation of reinforced concrete structures under impact loading
AuthorNikolina Živaljić
AuthorŽeljana Nikolić
AuthorHrvoje Smoljanović
AuthorAnte Munjiza
Author's institutionUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Theory of Structures)
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract (english)
This study presents the performance of a combined finite-discrete element method for prediction of the structural response of reinforced concrete beams under impact loading. A combination of finite and discrete element methods enables the modelling of the concrete and the reinforcement before the concrete cracking, as well as a discontinuous nature of the concrete caused by fracture and fragmentation under high impact loading. Discretisation of the concrete with triangular finite elements is coupled with one-dimensional reinforcing bars embedded inside the concrete finite elements. The cracking in the concrete activates the joint elements used to simulate the non-linear behaviour of both concrete and reinforcement. Numerical analysis based on experimental test data has been carried out to simulate the main features of the reinforced concrete beams impacted by free-falling drop-weights. A high level of accuracy was demonstrated in various comparisons between the experimental tests and the analysis results, including peak displacement, crack pattern, damage level and failure modes of reinforced concrete beams.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleMaterialwissenschaft und Werkstofftechnik
Numberingvol. 50, no. 5, pp. 599-610
p-ISSN0933-5137
e-ISSN1521-4052
DOIhttps://doi.org/10.1002/mawe.201800181
URN:NBNurn:nbn:hr:123:637560
Publication2019
ProjectNumber: HRZZ-IP-2014-09-2319
Title (english): Development of numerical models for reinforced-concrete and stone masonry structures under seismic loading based on discrete cracks
Title (croatian): Razvoj numeričkih modela armirano-betonskih i kamenih zidanih konstrukcija izloženih potresnom opterećenju zasnovanih na diskretnim pukotinama
Acronym: SeismoNuMod
Leader: Željana Nikolić
Jurisdiction: Croatia
Funding stream: IP
Document URLhttps://onlinelibrary.wiley.com/doi/full/10.1002/mawe.201800181
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2021-11-09 12:18:37