Autor: |
Sergejus Rimovskis, Arturas Sabaliauskas |
Rok vydání: |
2013 |
Předmět: |
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Zdroj: |
International Journal of Materials Engineering. 2:84-89 |
ISSN: |
2166-5389 |
DOI: |
10.5923/j.ijme.20120206.03 |
Popis: |
Eng ineering theory of elastic plastic bending is used in solving a grate variety of strength and durability problems. The accuracy of analysis depends on stress-strain curve idealizat ion model. The elastic linear hardening stress-strain relation is simp le and frequently used. But the actual stress-strain behaviour of ductile material in plastic reg ion is non-linear and, therefore, elastic power hardening material model is more p referab le. Moreover, the properties of monotonic tension and compression as proportional limits and parameters of hardening can differ. In this regard, analytical solution for rectangular and circular cross-section elements loading by monotonic elastic plastic pure bending is presented in the paper. The simp le power relation of stress and strain response is used. The equations describing deviation of the stress neutral axis fro m centroidal axis of an element and dimensionless bending mo ment are derived. |
Databáze: |
OpenAIRE |
Externí odkaz: |
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