Summary
The effect of compressive stresses upon the creep failure of structures has been analysed in the paper. A combined theory of that by D.R. Hayhurst [1] and J. Lemaitre [2] was used to describe damage evolution, whereas a non-stationary creep theory coupled with damage described the structure deformation. Isochronous limit curves in plane stress state were build, and the clamped and simply supported plates were analysed to demonstrate the influence of compressive stresses.
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References
Hayhurst, D.R.: Creep rupture under multi-axial states of stress, J. Mech. Phys. Solids 21, (1972), 381–390.
Lemaitre, J.: Damage constitutive equations, CISM Course on Damage Continuum Mechanics, 13-16.09.1986.
Bodnar, A., Chrzanowski, M.: The effect of damage field on the transient creep in plate bending, Trans. 9th SMIRT Conf. vol. L, (1987), 273–278.
Bodnar, A., Chrzanowski, M.: Numerical analysis of damage growth in transient creep of plates subjected to bending, Mechanika i Komputer, 9, (1989), 101–115 (in Polish)
Kachanov, L.M.: On the time to rupture in creep conditions, Izv. Ak. Nauk SSSR OTN 8, (1958), 26–31 (in Russian)
Rabotnov, Yu.N.: On the mechanism of long-term failure, Izv. Ak. Nauk SSSR Vopr. Prochn. Mat., (1959), 5–7 (in Russian).
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© 1991 Springer-Verlag, Berlin Heidelberg
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Bodnar, A., Chrzanowski, M. (1991). A Non-Unilateral Damage in Creeping Plates. In: Życzkowski, M. (eds) Creep in Structures. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-84455-3_33
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DOI: https://doi.org/10.1007/978-3-642-84455-3_33
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-84457-7
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