Abstract

Successful analysis of structural failures due to shock loading typically employs detailed three-dimensional codes that require excessive computational resources. Our interest is in developing more efficient approaches to evaluating the effects of damage on structures and personnel after a dynamic shock event. While several methods are currently available for a general analysis of structural failures under dynamic shock loads at a distance, we have developed a statistics based tool to predict the extent of damage for loads in close proximity to structures and quantify uncertainties. This tool is coupled with a fast-running, physics-based code that predicts the blast propagation in a tunnel of arbitrary complexity in order to form a single, user-friendly architecture to estimate the effects of blasts in tunnels. Use of such a fast-running tool facilitates scoping and planning of subsequent simulations using detailed, computationally expensive, models and provides a way to address parametric sensitivity.

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Go to Structures Congress 2012
Structures Congress 2012
Pages: 58 - 69

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Published online: Jul 11, 2012

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Lee Glascoe, Ph.D. [email protected]
P.E.
Lawrence Livermore National Laboratory. E-mail: [email protected]
Stephanie Neuscamman
Lawrence Livermore National Laboratory
Kristin Lennox, Ph.D.
Lawrence Livermore National Laboratory
William Elmer, Ph.D.
Lawrence Livermore National Laboratory
Lewis Glenn, Ph.D.
Lawrence Livermore National Laboratory
Larry McMichael, Ph.D.
Lawrence Livermore National Laboratory

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