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Free-field Code Predictions Versus Field Measurements

Free-field Code Predictions Versus Field Measurements PDF Author: Joseph Simon Zelasko
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 78

Book Description
The report documents the results of an airblast-induced ground-shock calculation performed at the U.S. Army Engineer Waterways Experiment Station (WES) for the Operation Prairie Flat 500-ton high-explosive (HE) event. A WES-modified version of the 2D axisymmetric LAYER Code developed by the Paul Weidlinger firm was used for the investigation. Each layer of the soil profile was mathematically modeled with a nonlinear elastic-plastic-compacting type constitutive model that provided good fits to the available material property test data. Field airblast measurements were used to develop an airblast routine suitable for code input. The code results, carried to 300 msec of real time, showed good quantitative and qualitative agreement with the field ground-motion measurements in regions outside the crater zone. The calculations reported herein represent initial efforts at WES to conduct comprehensive parametric studies of the effectiveness of contemporary mathematical constitutive models in predicting airblast-induced ground motions for several high-explosive field tests. The overall research program includes study of the influences of computational details such as boundary conditions, grid size, and time step and comparative analyses of the calculated ground motions and those recorded during the field test events. (Author).

Free-field Code Predictions Versus Field Measurements

Free-field Code Predictions Versus Field Measurements PDF Author: Joseph Simon Zelasko
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 78

Book Description
The report documents the results of an airblast-induced ground-shock calculation performed at the U.S. Army Engineer Waterways Experiment Station (WES) for the Operation Prairie Flat 500-ton high-explosive (HE) event. A WES-modified version of the 2D axisymmetric LAYER Code developed by the Paul Weidlinger firm was used for the investigation. Each layer of the soil profile was mathematically modeled with a nonlinear elastic-plastic-compacting type constitutive model that provided good fits to the available material property test data. Field airblast measurements were used to develop an airblast routine suitable for code input. The code results, carried to 300 msec of real time, showed good quantitative and qualitative agreement with the field ground-motion measurements in regions outside the crater zone. The calculations reported herein represent initial efforts at WES to conduct comprehensive parametric studies of the effectiveness of contemporary mathematical constitutive models in predicting airblast-induced ground motions for several high-explosive field tests. The overall research program includes study of the influences of computational details such as boundary conditions, grid size, and time step and comparative analyses of the calculated ground motions and those recorded during the field test events. (Author).

Results of Two Free-field Code Calculations Versus Field Measurements for the Distant Plain 1A Event

Results of Two Free-field Code Calculations Versus Field Measurements for the Distant Plain 1A Event PDF Author: Bruce R. Phillips
Publisher:
ISBN:
Category : Mathematical models
Languages : en
Pages : 82

Book Description


Ground Shock Calculation Parameter Study

Ground Shock Calculation Parameter Study PDF Author: George Y. Baladi
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 126

Book Description


Material Response Characterization

Material Response Characterization PDF Author: John Guy Jackson
Publisher:
ISBN:
Category : Rocks
Languages : en
Pages : 38

Book Description


Evaluation of a Transmitting Boundary for a Two-dimensional Wave Propagation Computer Code

Evaluation of a Transmitting Boundary for a Two-dimensional Wave Propagation Computer Code PDF Author: Paul F. Hadala
Publisher:
ISBN:
Category : Boundary value problems
Languages : en
Pages : 62

Book Description


Effect of Constitutive Properties of Earth Media on Outrunning Ground Shock from Large Explosions

Effect of Constitutive Properties of Earth Media on Outrunning Ground Shock from Large Explosions PDF Author: Paul F. Hadala
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 484

Book Description
Outrunning ground shock data from the 100- to 10-psi overpressure decade in six large surface high explosive (HE) tests, three from a rock site and three from a glaciated soil site, were analyzed for the effect of gross changes in constitutive properties. Axisymmetric wave propagation code calculations in layered linear and nonlinear (incrementally elastic-plastic) media were performed to determine the effects of introducing nonlinearity, selected material property variations, and the relative importance of airblast and direct induced effects from surface explosions in the overpressure decade of interest.

List of Publications of the U.S. Army Engineer Waterways Experiment Station

List of Publications of the U.S. Army Engineer Waterways Experiment Station PDF Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 332

Book Description


Structures to Resist the Effects of Accidental Explosions

Structures to Resist the Effects of Accidental Explosions PDF Author:
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 706

Book Description


List of Publications of the U.S. Army Engineer Waterways Experiment Station

List of Publications of the U.S. Army Engineer Waterways Experiment Station PDF Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 322

Book Description


List of Publications of the U.S. Army Engineer Waterways Experiment Station

List of Publications of the U.S. Army Engineer Waterways Experiment Station PDF Author: Rose Mary Peck
Publisher:
ISBN:
Category : Coastal engineering
Languages : en
Pages : 608

Book Description