Eigenspannungen bei kontinuierlich, unidirektional verstärkten Faserverbundkörpern und Verbundwerkstoffen

✍ Scribed by Möck Chr.

• Publisher: John Wiley and Sons
• Year: 1984
• Tongue: English
• Weight: 808 KB
• Volume: 15
• Category: Article
• ISSN: 0933-5137
• DOI: 10.1002/mawe.19840150804

✦ Synopsis

The form of the Eq. ( 42) with uo = 0, cpo = 0 and n = 1/2 is identical with the equation of the yield curve proposed in [2] for steels. The investigations presented in [2] are based on a dynamic recovery model and the results predicted by this model were experimentally tested [2]. In this case the parameter c p corresponds formal to the dislocations density.

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