TECHNICAL PAPERS
Jun 1, 1983

Design of Protective Structures Against Blast

Publication: Journal of Structural Engineering
Volume 109, Issue 6

Abstract

Some aspects of analysis and design of protective structures are discussed. It is demonstrated that parametric analyses can be used to obtain an approximate model for reanalysis. The latter describes the major phenomena involved in the problem; i.e., those that most influence the design variables. Examples are used to describe the approximations, and an optimization approach is suggested. The suggested design process is based on a multilevel scheme involving a few separate design spaces, each of which contains a class of variables of the same type. The variables are classified as cross‐sectional, structures dimensions, and relative location (distances) variables. Using equivalent charge, ideal load histories and response functions, and the multilevel scheme methods of optimization for each level are chosen. Examples are used to test the suggested approach, which is shown to supply an efficient design tool. Also included is a discussion of possible further use of the approach for different problems.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bertholf, A. D., and Oliver, M. L., “Approximate Analytic Expressions for The Attenuation of the Triangular Pressure Pulses with Distance,” Sandia Laboratories Report No. SC‐RR‐69‐596, 1970.
2.
Buyukozturk, O., and Connor, J. J., “Nonlinear Dynamic Response of Reinforced Concrete Under Impulse Loading: Research Status and Needs,” Nuclear Engineering and Design, Vol. 50, No. 1, Oct., 1978, pp. 83–92.
3.
Cassis, J. H., and Schmit, L. A., “Optimum Structural Design with Dynamic Constraints,” Journal of the Structural Division, ASCE, Vol. 102, No. ST10, Oct., 1976, pp. 2053–2071.
4.
De Oliveira, J. G., “Beams Under Lateral Projectile Impact,” Journal of Engineering Mechanics, ASCE, Vol. 108, No. EM1, Feb., 1982, pp. 51–71.
5.
Dowding, C. H., Murray, P. D., Atmatzidis, D. K., “Dynamic Properties of Residential Structures Subjected to Blasting Vibrations,” Journal of the Structural Division, ASCE, Vol. 107, No. ST7, July, 1981, pp. 1233–1249.
6.
Ferritto, J. M., “Optimization of Reinforced Concrete Slabs,” The Shock and Vibration Information Bulletin, Vol. 49, No. 3, 1979.
7.
Ginsburg, S., “Survey of Methods for Determining Parameters for Optimization of Protective Layers,” thesis presented to the Technion‐Israel Institute of Technology, at Haifa, in 1977, in partial fulfillment of the requirements for the degree of Master of Science.
8.
Ginsburg, S., “Optimization of Protective Structures,” thesis presented to the Technion‐Israel Institute of Technology, at Haifa, in 1981, in partial fulfillment of the requirements for the degree of Doctor of Science.
9.
Ginsburg, S., and Kirsch, U., “Optimization of Protective Structures,” Report No. 010‐810, Technion Research and Development Foundation, July, 1981, (in Hebrew).
10.
Ginsburg, S., and Kirsch, U., “Multilevel Optimization of Arrays of Protective Structures,” presented at the Oct. 19–22, 1981, 11th U.S. Office of Naval Research Naval Structural Mechanics Symposium, held at Tucson, Arizona.
11.
Ginsburg, S., and Tene, Y., “An Example of Approximate Calculations of Stresses in an Impulse Excited Configuration of Rectangular Layers,” presented at the July, 1980, Israel Conference on Mechanical Engineering, held at Haifa, Israel.
12.
Haug, E. J., and Arora, J. S., Applied Optimal Design, Mechanical and Structural Systems, John Wiley and Sons, Inc., New York, N.Y., 1979.
13.
Herrmann, W., and Lawrence, R. J., “The Effect of Material Constitutive Models on Stress Wave Propagation Calculations,” presented at the Nov. 27–Dec. 2, 1977, ASME Winter Annual Meeting, held at Atlanta, Ga.
14.
Hill, W. V., “Practical Aspects of Soil as a Protective Construction Material,” presented at the Sept. 12–14, 1978, 18th Explosives Safety Seminar, held at San Antonio, Tex., pp. 511–532.
15.
Hokanson, J. C., and Wenzel, A. B., “Reflected Blast Measurements Around Multiple Detonating Charges,” presented at the Sept. 12–14, 1978, 18th Explosives Safety Seminar, held at San Antonio, Tex., pp. 447–472.
16.
Kingery, C. N., “Blast Parameters from Munition Storage Magazine Model Studies,” presented at the Sept. 12–14, 1978, 18th Explosives Safety Seminar, held at San Antonio, Tex., pp. 307–358.
17.
Kirsch, U., Optimum Structural Design, Concepts, Methods and Applications, McGraw Hill Book Co., Inc., New York, N.Y., 1981.
18.
Kirsch, U., “Multilevel Approach to Optimum Structural Design,” Journal of the Structural Division, ASCE, Vol. 101, No. ST4, Apr., 1975, pp. 957–974.
19.
Krauthammer, T., and Hall, W. J., “Modified Analysis of Reinforced Concrete Beams,” Journal of the Structural Division, ASCE, Vol. 108, No. ST2, Feb., 1982, pp. 457–475.
20.
Longinow, A., Chu, K.‐H., Thomopoulos, N. T., “Probability of Survival in Blast Environment,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. EM2, Apr., 1982, pp. 309–330.
21.
Powell, M. J. D., “An Efficient Method for Finding the Minimum of a Function of Several Variables without Calculation Derivatives,” Computer Journal, Vol. 7, No. 4, Apr., 1964, p. 155.
22.
Reeves, H. J., “Hazard Classification Test of Complete Round 155 mm Pallets,” presented at the Sept. 12–14, 1978, 18th Explosives Safety Seminar, held at San Antonio, Tex., pp. 1605–1616.
23.
“Structural Analysis and Design of Nuclear Plant Facilities,” ASCE Manuals and Reports on Engineering Practice, No. 58, 1980.
24.
Structures to Resist the Effects of Accidental Explosions, TM 5‐1300/NAVFAC P‐397/AFM 88‐22, 1969.
25.
Tancreto, J. E., “An Economic Decision Model to Optimize Magazine Door Design,” presented at the Sept. 12–14, 1978, 18th Explosives Safety Seminar, held at San Antonio, Tex., pp. 263–280.
26.
Vanderplaats, G. N., and Moses, F., “Automated Design of Trusses for Optimum Geometry,” Journal of the Structural Division, ASCE, Vol. 98, No. ST3, Mar., 1972, pp. 671–690.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 6June 1983
Pages: 1490 - 1506

History

Published online: Jun 1, 1983
Published in print: Jun 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Shlomo Ginsburg, A. M. ASCE
Visiting Asst. Prof., Dept. of Struct. Engrg., Cornell Univ., Ithaca, N.Y.
Uri Kirsch
Assoc. Prof., Dept. of Civ. Engrg., Technion‐Israel Inst. of Tech., Haifa, Israel

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share