Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
8050730 | Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería | 2017 | 8 Pages |
Abstract
In this paper, a new methodology is described to evaluate the effect of open air explosions on equivalent structures to the facades of buildings. The structural damage is defined by vulnerability surfaces that are a function of the explosion magnitude, the distance to the structure and the detonation damage index developed in this article. The proposed index considers the structural load capacity degradation, the fracturing and the loss material due to the explosion. The structure is modeled by means of discrete elements (DEM) which allows describing the multifracturing state. The load capacity of the structure is quantified by a virtual compression test on the damaged structure. The forces on the structure caused by the explosion are modeled by a semi-empirical methodology, which avoids the fluid-dynamic analysis and reduces the computation time.
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
F. Zárate, V.E. Cardoso, A. Barbat, S. Botello,