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Behaviour of concrete structural members subjected to air blast loading
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures. Grontmij AB, Eskilstuna, Sweden .
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
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2013 (English)In: Proceedings - 27th International Symposium on Ballistics, BALLISTICS 2013, 2013, Vol. 1, 936-947 p.Conference paper, Published paper (Refereed)
Abstract [en]

Numerical analysis is a suitable tool in the design of complex reinforced concrete structures under extreme impulsive loadings such as impacts or explosions at close range. Such events may be the result of terrorist attacks. Reinforced concrete is commonly used for buildings and infrastructures. For this reason, the ability to accurately run numerical simulations of concrete elements subjected to blast loading is needed. In this context, reliable constitutive models for concrete are of capital importance. In this research numerical simulations using two different constitutive models for concrete (Continuous Surface Cap Model and Brittle Damage Model) have been carried out using LS-DYNA. Two experimental benchmark tests have been taken as reference. The results of the numerical simulations with the aforementioned constitutive models show different abilities to accurately represent the structural response of the reinforced concrete elements studied.

Place, publisher, year, edition, pages
2013. Vol. 1, 936-947 p.
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-168795ISI: 000329410000100Scopus ID: 2-s2.0-84911910337ISBN: 978-160595106-5 (print)OAI: oai:DiVA.org:kth-168795DiVA: diva2:819737
Conference
27th International Symposium on Ballistics, BALLISTICS 2013; KonzerthausFreiburg; Germany;
Note

QC 20150611

Available from: 2015-06-11 Created: 2015-06-09 Last updated: 2015-06-11Bibliographically approved

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Magnusson, JohanHansson, HåkanAnsell, Anders
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