Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads

Author:

Carta G.,Stochino F.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Hudson JL, Darwin D. Evaluation and repair of blast damaged reinforced concrete buildings. SL report 05-1. Kansas (USA): University of Kansas Center for Research, Inc., Lawrence; 2005.

2. Magnusson J, Hallgren M. High performance concrete beams subjected to shock waves from air blast. Report n. FOA-R–00-01586-311–SE, Defence Research Establishment (FOA), Tumba, Sweden; 2000.

3. Magnusson J, Hallgren M. High performance concrete beams subjected to shock waves from air blast, Part 2. Report n. FOI-R–1116–SE, Swedish Defence Research Agency (FOI), Tumba, Sweden; 2003.

4. Reinforced high strength concrete beams subjected to air blast loading;Magnusson,2004

5. Air-blast-loaded, high-strength concrete beams. Part I: Experimental investigation;Magnusson;Mag Concr Res,2010

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