## Abstract A new method of performing the shakedown analysis of structures subjected to variable repeated loads and temperature fields is presented. The method employs the standard incremental elasticβplastic finite element algorithm and is based upon a cyclic repetition of piecewiseβproportional
β¦ LIBER β¦
A modelling study of the effects of continuous incremental improvement in the case of a process shop
β Scribed by Ashok Chandrashekar; Thomas E. Callarman
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 1017 KB
- Volume
- 109
- Category
- Article
- ISSN
- 0377-2217
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