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      Minimum mesh design criteria for blast wave development and structural response - MMALE method

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          Abstract

          The Multi Material Arbitrary Lagrange Euler (MMALE) method is widely used method for numerical investigation of structural response under blast loading. However the method is very demanding for use at the other hand. In this paper are presented the results of the detailed numerical investigation in order to simplify some decisions contributing to the accuracy and efficiency of this model. The influence of mesh properties (particularly mesh size, its biasing and distance of the boundary (DoB) conditions from the deforming structure) on blast wave loading parameters and structural response is investigated in detail and based on the results minimum mesh design criteria is proposed. The results obtained are presented as a function of the scaled distance and additionally related to the radius of the charge. Validation studies were also done successfully.

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          Blast load assessment using hydrocodes

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            Verification and validation in computational science and engineering

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              Effect of blast loading on CFRP-Retrofitted RC columns - a numerical study

              This study aims to investigate the effect of blast loads generated as a result of explosive charges on the existing exterior RC circular columns of a typical building in the city of Riyadh. A procedure has been developed for evaluating the dynamic characteristics of the circular column with and without retrofitting. A wide range of parametric studies have been performed as part of this investigation to examine the effects of stand-off distance, charge weight and the presence of CFRP retrofitting on the level of damage to the RC column. The nonlinear finite element analysis was carried out using LS-DYNA software with explicit time integration algorithms. Different charge weights of 100, 200, 500 and 1000 kg equivalent weight of TNT at stand-off distances of 1, 4 and 15 m were considered. Results described in this paper indicate that CFRP strengthening could be an effective solution to limit the damage caused by moderate explosions. The stand-off distance was found to play a very important role in mitigating the adverse effects of a blast. The results also indicate that the maximum lateral deflection experienced by the column decreased exponentially with the increase in the stand-off distance and also decreased for the columns strengthened with CFRP, compared with the unstrengthened columns.
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                Author and article information

                Contributors
                Role: ND
                Role: ND
                Role: ND
                Role: ND
                Journal
                lajss
                Latin American Journal of Solids and Structures
                Lat. Am. j. solids struct.
                Associação Brasileira de Ciências Mecânicas (Rio de Janeiro )
                1679-7825
                2014
                : 11
                : 11
                : 1999-2017
                Affiliations
                [1 ] University of Ljubljana Slovenia
                [2 ] Sistemska tehnika Ravne Slovenia
                Article
                S1679-78252014001100006
                10.1590/S1679-78252014001100006
                97e1af0f-8d34-4ff4-b0a8-931a6a219f05

                http://creativecommons.org/licenses/by/4.0/

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                SciELO Brazil

                Self URI (journal page): http://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=en
                Categories
                ENGINEERING, CIVIL
                ENGINEERING, MECHANICAL
                MECHANICS

                Classical mechanics,Civil engineering,Mechanical engineering
                Blast wave,blast loading,Fluid-Structure interaction,blast response

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