A General Theory of Optimal Elastic Design for Structures With Segmentation-Reference-Cited by-同舟云学术

A General Theory of Optimal Elastic Design for Structures With Segmentation

Published:1986-06-01 Issue:2 Volume:53 Page:242-248
ISSN:0021-8936
Container-title:Journal of Applied Mechanics
language:en
Short-container-title:

Author:

Rozvany G. I. N.¹,Ong T. G.²,Karihaloo B. L.³

Affiliation:

1. Department of Civil Engineering, Monash University, Clayton, Victoria, Australia, 3168 and Universitat Essen, 4300 Essen 1, West Germany

2. Department of Civil Engineering, Monash University, Clayton, Victoria, Australia, 3168

3. Department of Civil Engineering & Surveying, University of Newcastle, N.S.W., Australia, 2308

Abstract

Optimal plastic design of segmented structures is reviewed and then general static-kinematic optimality criteria are introduced for segmented elastic structures. The proposed theory is illustrated with beam and plate examples and the results are checked by independent calculations.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/53/2/242/5458685/242_1.pdf

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2. Minimum cost design of RC beams with segmentation using continuum-type optimality criteria;Structural Optimization;1995-07

3. Optimal design of beams for moving loads with a deflection constraint;International Journal of Non-Linear Mechanics;1994-03

4. Optimal Design of Large Discretized Systems by Iterative Optimality Criteria Methods;Optimization and Artificial Intelligence in Civil and Structural Engineering;1992

5. Prager‐Shield Optimality Criteria for Linear Segmentation;Journal of Engineering Mechanics;1989-01