Pressure-Impulse Diagram for Blast Loads Based on Dimensional Analysis and Single-Degree-of-Freedom Model

Author:

Li Q. M.1,Meng H.2

Affiliation:

1. Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

2. Research Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference23 articles.

1. Peak load-impulse characterization of critical pulse loads in structural dynamics

2. Ahlers E. B. (1969). “Fragment hazard study.” Minutes of the 11th explosives safety seminar Vol. 1 Armed Services Explosives Safety Board Washington D.C.

3. Baker W. E. Cox P. A. Westine P. S. Kulesz J. J. and Strehlow R. A. (1983). Explosion hazards and evaluation . Elsevier London.

4. Baker W. E. Kulesz J. J. Ricker R. E. Bessey R. L. Westine P. S. Parr V. B. and Oldham G. A. (1975). “Workbook for predicting pressure wave and fragment effects of exploding propellant tanks and gas storage vessels.” Rep. No. NASA CR-134906 NASA Lewis Research Centre Reprinted 1977.

5. Baker W. E. Westine P. S. Lulesz J. J. Wilbeck J. S. and Cox P. A. (1980). “A manual for the prediction of blast and fragment loading on structures.” Rep. No. DOE/TIC-11268 U.S. Department of Energy Amarillo Texas.

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