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Analyses of concrete structures subjected to extreme loading
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
2017 (English)In: Nordic Concrete Research, Proceedings of the XXIII Symposium on Nordic Concrete Research & Development / [ed] Marianne Tange Hasholt, Oslo: Norsk betongförening , 2017, p. 295-298Conference paper, Published paper (Refereed)
Abstract [en]

A recently developed numerical methodology is demonstrated for the analyses of concrete structures subjected to extreme loading and large deformations. This methodology combines a discrete particle formulation with non-linear finite element modelling to improve analyses of i.e. penetration phenomena. The penetration of a projectile into a concrete target is studied by the use of this numerical methodology. Experimental results for impacts of both reinforced and unreinforced concrete targets are used for comparisons with the simulation results, and the simulations show reasonable results for these two simulation cases.

Place, publisher, year, edition, pages
Oslo: Norsk betongförening , 2017. p. 295-298
Keywords [en]
Computational mechanics, Modelling, Protective structures, Reinforcement
National Category
Other Civil Engineering
Research subject
Civil and Architectural Engineering
Identifiers
URN: urn:nbn:se:kth:diva-235783OAI: oai:DiVA.org:kth-235783DiVA, id: diva2:1253324
Conference
The XXIII Symposium on Nordic Concrete Research & Development, 21 -23 August 2017, Aalborg
Note

QC 20181009

Available from: 2018-10-04 Created: 2018-10-04 Last updated: 2018-10-09Bibliographically approved

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