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Shakedown limits for reinforced beam structures under fluctuating loads

✍ Scribed by Pham Duc Chinh

Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
378 KB
Volume
36
Category
Article
ISSN
0020-7683

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✦ Synopsis

Shakedown of planar beam structures\ with possible di}erent reinforcements in the upper and lower layers of the beam members\ subjected to quasi!statically as well as dynamically ~uctuating loads is studied[ With an assumption of elastic perfectly!plastic behaviour of the beams in bending\ a reduced kinematic formulation for the safety factor determining shakedown limits is constructed\ which is proved to be equivalent to "but simpler than# the original one\ and ready for use in solving practical problems[ Þ 0887 Elsevier Science Ltd[ All rights reserved[

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