TECHNICAL PAPERS
Jan 1, 1984

Optimal Layout Theory: Allowance for selfweight

Publication: Journal of Engineering Mechanics
Volume 110, Issue 1

Abstract

Structural layout theory is based on two underlying concepts, i.e., the Prager‐Shield theory of plastic design and the notion of “structural universe.” In this paper, optimal layout theory is extended to allow for the effect of selfweight (dead load). The proposed extension is of practical importance because in the design of long‐span structures selfweight is a significant load component and the total weight is strongly dependent on the choice of layout. The application of the modified optimality criteria is illustrated with examples of minimum weight grillages (truss grids) as well as plane frames. The degree of economy achieved is then demonstrated through comparisons with nonoptimal solutions. It is also shown that in the preceding examples both primal and dual formulations give the same minimum weight. This comparison is a convenient check on the optimality of the proposed solutions.

Get full access to this article

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

References

1.
Hill, R. D., Rozvany, G. I. N., Wang, C.‐M., and Leong, K.‐H., “Optimization, Spanning Capacity and Cost Sensitivity of Fully Stressed Arches,” Journal of Structural Mechanics, Vol. 7, No. 4, 1979, pp. 375–410.
2.
Nakamura, H., Dow, M., and Rozvany, G. I. N., “Optimal Spherical Cupola of Uniform Strength: Allowance for Selfweight,” Ingenieur‐Archiv., Vol. 51, No. 3–4, 1981, pp. 159–182.
3.
Olhoff, N., and Rozvany, G. I. N., “Optimal Grillage Layout for Given Natural Frequency,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. EM5, Oct., 1982, pp. 971–974.
4.
Prager, W., and Rozvany, G. I. N., “Optimal Layout of Grillages,” Journal of Structural Mechanics, Vol. 5, No. 1, 1977, pp. 1–18.
5.
Prager, W., and Rozvany, G. I. N., “Optimization of Structural Geometry,” Proceedings, Conference on Dynamical Systems, A. R. Bednarek, and L. Cesari, eds., Academic Press, New York, N.Y., 1977, pp. 265–294.
6.
Rozvany, G. I. N., and Prager, W., “A New Class of Optimization Problems: Optimal Archgrids,” Computer Methods in Applied Mechanics and Engineering, Vol. 19, No. 1, 1979, pp. 127–150.
7.
Prager, W., and Shield, R. T., “A General Theory of Optimal Plastic Design,” Journal of Applied Mechanics, American Society of Mechanical Engineers, Vol. 35, No. 1, 1967, pp. 184–186.
8.
Rozvany, G. I. N., Optimization of Flexural Systems, Pergamon Press, Oxford, 1976.
9.
Rozvany, G. I. N., “Optimal Plastic Design: Allowance for Selfweight,” Journal of the Engineering Mechanics Division, ASCE, Vol. 103, No. EM6, Dec., 1977, pp. 1165–1170.
10.
Rozvany, G. I. N., “Variational Methods and Optimality Criteria,” Proceedings, NATO ASI Optimization of Distributed Parameter Structures, E. J. Haug, and J. Cea, eds., Sijthoff & Noordhoff, Aphen aan den Rijn, 1981, pp. 82–111.
11.
Rozvany, G. I. N., “Optimality Criteria for Grids, Sheels and Arches,” Proceedings, NATO ASI Optimization of Distributed Parameter Structures, E. J. Haug, and J. Cea, eds., Sijthoff & Noordhoff, Aphen aan den Rijn, 1981, pp. 112–151.
12.
Rozvany, G. I. N., “A General Theory of Optimal Structural Layouts,” Proceedings, International Symposium on Optimum Structural Design, University of Arizona, Tucson, Ariz., 1981, pp. 4.37–4.45;
extended version, Rozvany, G. I. N., “Structural Layout Theory—The Present State of Knowledge,” Optimum Structural Design 2, R. H. Gallagher and O. C. Zienkiewicz, eds., Wiley & Sons, Chichester, England, 1982.
13.
Rozvany, G. I. N., Wang, C.‐M., and Dow, M., “Prager‐Structures: Arch‐Grids and Cable Networks on Optimal Layout,” Computer Methods in Applied Mechanics and Engineering, Vol. 31, No. 1, 1982, pp. 91–114.
14.
Rozvany, G. I. N., Nakamura, H., and Kuhnell, B. T., “Optimal Archgrids: Allowance for Selfweight,” Computer Methods in Applied Mechanics and Engineering, Vol. 24, No. 3, 1980, pp. 287–304.
15.
Strang, G., and Kohn, R., “Hencky‐Prandtl Nets and Constrained Michell Trusses,” Computer Methods in Applied Mechanics and Engineering, Vol. 36, No. 2, 1982, pp. 207–222.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 1January 1984
Pages: 66 - 83

History

Published online: Jan 1, 1984
Published in print: Jan 1984

Permissions

Request permissions for this article.

Authors

Affiliations

G. I. N. Rozvany, F. ASCE
Reader, Dept. of Civ. Engrg., Monash Univ., Clayton, Victoria, Australia; Visiting Prof., Essen Univ., Essen, West Germany
C.‐M. Wang
Research Assoc., Dept. of Civ. Engrg., Monash Univ., Clayton, Victoria, Australia

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