2020
DOI: 10.3390/civileng1020005
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Experimental Records from Blast Tests of Ten Reinforced Concrete Slabs

Abstract: The design and evaluation of structures subjected to blast loads has increased steadily since the 11 September 2001 terrorist attacks. While shock tube testing has filled some of the data gap by replicating blast waves in a controlled fashion, there is only scant field explosion data that is easily accessible for the structural engineering community for hypothesis testing or model validation. This paper summarizes experimental design, pre-test sensor verification, and data collection from 10 reinforced… Show more

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Cited by 3 publications
(5 citation statements)
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“…The first difference is in the calculation of the dimensionless equivalent tension, which follows Eqn (16). The values are normalised according to the compressive strength of the concrete ( c f ), as described in Eqns ( 17) and (18).…”
Section: Hjc Modelmentioning
confidence: 99%
See 4 more Smart Citations
“…The first difference is in the calculation of the dimensionless equivalent tension, which follows Eqn (16). The values are normalised according to the compressive strength of the concrete ( c f ), as described in Eqns ( 17) and (18).…”
Section: Hjc Modelmentioning
confidence: 99%
“…For the development of the simulations of this work, a model case was studied based on full-scale tests already performed 18 , to validate the FEM method. Such tests consisted of detonating cylindrical PBx charges above a slab supported by wooden easels, as shown in Fig.…”
Section: Full-scale Testsmentioning
confidence: 99%
See 3 more Smart Citations