Published October 2012
| Version v1
Journal article
Soft projectile impacts analysis on thin reinforced concrete slabs: Tests, modelling and simulations
- 1. Comissariat a l'Energie Atomique, Centre de Gramat - CEA-Gramat, DAM, Gramat, (France)
- 2. Universite Joseph Fourier Grenoble 1/Grenoble INP/CNRS, 3SR Lab, Grenoble, (France)
Description
Numerical simulations of reinforced concrete structures subjected to high velocity impacts and explosions remain a difficult task today. For 10 years and more now, the CEA-Gramat has maintained a continuous research effort with the help of different French universities in order to overcome encountered difficulties in modelling the behaviour of concrete structures under severe loading. To get more data on aircraft impact problems and then validate numerical models, soft projectile impacts tests at small scale on thin reinforced concrete slabs has been carried out at CEA-Gramat. Numerical simulations of these tests have been carried out and compared with experimental results to validate our numerical approach. (authors)
Availability note (English)
Available from doi: http://dx.doi.org/10.1080/19648189.2012.699745Additional details
Identifiers
Publishing Information
- Journal Title
- European Journal of Environmental and Civil Engineering
- Journal Volume
- 16
- Journal Issue
- no.9
- Journal Page Range
- p. 1058-1073
- ISSN
- 1964-8189
INIS
- Country of Publication
- France
- Country of Input or Organization
- France
- INIS RN
- 46018283
- Subject category
- S36: MATERIALS SCIENCE; S21: SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS;
- Descriptors DEI
- CHEMICAL COMPOSITION; COMPUTERIZED SIMULATION; DUCTILITY; FINITE ELEMENT METHOD; IMPACT TESTS; REINFORCED CONCRETE; SLABS; STRAINS
- Descriptors DEC
- BUILDING MATERIALS; CALCULATION METHODS; COMPOSITE MATERIALS; CONCRETES; MATERIALS; MATERIALS TESTING; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; MECHANICAL TESTS; NUMERICAL SOLUTION; REINFORCED MATERIALS; SIMULATION; TENSILE PROPERTIES; TESTING
Optional Information
- Notes
- 12 refs.