A series of blast loading experiments are performed with the aim of providing experimental data for the development and adjustment of numerical tools needed in the modeling of concrete elements subjected to blast. To this end, an experimental setup that allows testing up to four concrete elements simultaneously under the same blast load is developed. Altogether four detonation tests are conducted, in which 12 slabs of two different concrete types are subjected to the same blast load. Results of the experimental program are validated by numerical simulation using two different material models for the prediction of concrete behavior. Major assets of the experimental setup presented are the reduction of scattering on detonation tests and its cost effectiveness. Results from tests and numerical simulations suggest that the ability of reinforced concrete structures of withstanding blast loads is primarily governed by their tensile strength.
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September 2011
Research Papers
Blast Response Analysis of Reinforced Concrete Slabs: Experimental Procedure and Numerical Simulation
G. Morales-Alonso,
G. Morales-Alonso
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
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D. A. Cendón,
D. A. Cendón
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
e-mail: dcendon@mater.upm.es
Universidad Politécnica de Madrid
, Madrid, Spain
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F. Gálvez,,
F. Gálvez,
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
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B. Erice,
B. Erice
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
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V. Sánchez-Gálvez
V. Sánchez-Gálvez
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
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G. Morales-Alonso
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
D. A. Cendón
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
e-mail: dcendon@mater.upm.es
F. Gálvez,
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
B. Erice
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
V. Sánchez-Gálvez
Departamento de Ciencia de los Materiales, and Centro de Investigación en Seguridad y Durabilidad de Estructuras y Materiales, CISDEM,
Universidad Politécnica de Madrid
, Madrid, Spain
J. Appl. Mech. Sep 2011, 78(5): 051010 (12 pages)
Published Online: August 5, 2011
Article history
Received:
November 25, 2010
Revised:
February 2, 2011
Online:
August 5, 2011
Published:
August 5, 2011
Citation
Morales-Alonso, G., Cendón, D. A., Gálvez, , F., Erice, B., and Sánchez-Gálvez, V. (August 5, 2011). "Blast Response Analysis of Reinforced Concrete Slabs: Experimental Procedure and Numerical Simulation." ASME. J. Appl. Mech. September 2011; 78(5): 051010. https://doi.org/10.1115/1.4004278
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