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Journal ArticleDOI

Numerical Solutions of Spherical Blast Waves

Harold L. Brode
- 01 Jun 1955 - 
- Vol. 26, Iss: 6, pp 766-775
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TLDR
In this article, the von Neumann-Richtmyer artificial viscosity was employed to avoid shock discontinuities, and the solutions were carried from two thousand atmospheres to less than one-tenth atmospheres peak overpressure.
Abstract
The strong‐shock, point‐source solution and spherical isothermal distributions were used as initial conditions for a numerical integration of the differential equations of gas motion in Lagrangean form. The von Neumann‐Richtmyer artificial viscosity was employed to avoid shock discontinuities. The solutions were carried from two thousand atmospheres to less than one‐tenth atmospheres peak overpressure. Results include overpressure, density, particle velocity, and position as functions of time and space. The dynamic pressure, the positive and negative impulses of both dynamic pressure and static overpressure, positive and negative durations of pressure and velocity, and shock values of all quantities are also described for various times and radial distances. Analytical approximations to the numerical results are provided.

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Citations
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Blast Loading and Blast Effects on Structures - An Overview

TL;DR: In this article, a comprehensive overview of the effects of explosion on structures is presented, and different methods to estimate blast loads and structural response are introduced, and an explanation of the nature of explosions and the mechanism of blast waves in free air is given.
Journal ArticleDOI

Blast Wave from a Spherical Charge

Harold L. Brode
- 01 Mar 1959 - 
TL;DR: In this paper, the authors described the blast wave from the detonation of a spherical charge of TNT, based on results of a numerical calculation, and the equations of motion and equations of state for TNT and for air were described.
Journal ArticleDOI

Review of the current practices in blast-resistant analysis and design of concrete structures:

TL;DR: In this article, the authors highlight the necessity and importance of structural protection against accidental and intentionally malicious blast loads, which are known to be catastrophic, involving personnel injuries and fatalities, economic loss and immeasurable social disruption.
Journal ArticleDOI

Dynamic response of a reinforced concrete slab subjected to air blast load

TL;DR: In this paper, the authors conduct an analysis on the propagation law of a blast pressure wave and the dynamic response of reinforced concrete structures under explosive pressure wave effects and apply the nonlinear finite element analysis software LS-DYNA to conduct a numerical simulation of a free-field explosion model.
Journal ArticleDOI

Reliability Analysis of Reinforced Concrete Slabs Under Explosive Loading

TL;DR: In this article, a parametric investigation of the reliability of reinforced concrete slabs under blast loading is presented, where Monte Carlo simulation is used to verify the adequacy of the SDOF representation of the structural slab.
References
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Journal ArticleDOI

A Method for the Numerical Calculation of Hydrodynamic Shocks

TL;DR: In this paper, the equations of hydrodynamics are modified by the inclusion of additional terms which greatly simplify the procedures needed for stepwise numerical solution of the equations in problems involving shocks.
Journal ArticleDOI

Mathematical Tables and Other Aids to Computation.

TL;DR: In this paper, a combination of the Radau three-point quadrature formula with the Runge-Kutta fourth-order method was proposed to estimate the integral of the differential equation.
Journal ArticleDOI

Initial Behavior of a Spherical Blast

TL;DR: In this paper, the particle velocity, sound speed, and entropy are developed in powers of y, which is proportional to the time (more precisely, the distance moved by the head of the rarefaction wave in time t), with coefficients depending on a slope coordinate q=(1/2N)[(2N−1) +(1−x)/y], where x is the radial coordinate, N=(½)(γ+1)/(γ−1), and γ is the ratio of specific heats.