## Abstract To account for plastic deformation in plate and shell structures an elasto‐viscoplastic solution algorithm is considered based on Perzyna's model for material behaviour. This algorithm can be employed to solve for time‐dependent elasto‐viscoplastic situations and by allowing steady‐stat
✦ LIBER ✦
Computation of the limit load and elasto–plastic bending of thin plates
✍ Scribed by Bertrand Mercier
- Publisher
- John Wiley and Sons
- Year
- 1979
- Tongue
- English
- Weight
- 700 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0029-5981
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