Szwed, Aleksander; Kamińska, Inez Explicit form of yield conditions dual to a class of dissipation potentials dependent on three invariants. (English) Zbl 1484.74007 Acta Mech. 232, No. 3, 1087-1111 (2021). This paper explores and presents the methodology to find the dual yield condition associated with a given dissipation potential. The development is for isotropic perfectly plastic solids, and the dissipation potential is assumed to be a function of three cylindrical invariants. The paper highlights the techniques involving the Legendre transformations that have been employed to obtain these dual formulations. The paper presents a detailed list of references for the other related research works existing in the literature to follow the mathematical development in the paper in a clear and concise manner. The paper is quite mathematical, but it is easier to understand the contents and the mathematical derivations as the authors include a detailed derivation of mathematical formulae with appropriate explanations. These derivations are limited to the case of plastic flow with zero plastic rate. The examples of dual potentials and relationships include the generalized Beltrami, generalized Drucker-Prager, and generalized Mises-Schleicher dissipation potentials. It is useful to note that the presented methodology can be extended to other existing and new models employing all three invariants. The reviewer believes the paper to be interesting and useful for the intended audiences. Reviewer: Vinod K. Arya (Dallas) MSC: 74C05 Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) 74A20 Theory of constitutive functions in solid mechanics Keywords:dual yield condition; dissipation potential; isotropic perfect plasticity; Legendre transform PDF BibTeX XML Cite \textit{A. Szwed} and \textit{I. Kamińska}, Acta Mech. 232, No. 3, 1087--1111 (2021; Zbl 1484.74007) Full Text: DOI OpenURL References: [1] Ottosen, NS; Ristinmaa, M., The Mechanics of Constitutive Modeling (2005), Amsterdam: Elsevier, Amsterdam [2] Houlsby, GT; Puzrin, AM, A thermomechanical framework for constitutive models for rate-independent dissipative materials, Int. J. Plasticity, 16, 1017-1047 (2000) · Zbl 0958.74011 [3] Collins, IF; Houlsby, GT, Application of thermomechanical principles of the modelling of geotechnical materials, Proc. R. Soc. A, 453, 1975-2001 (1997) · Zbl 0933.74045 [4] Lubliner, J., Plasticity Theory (2008), Mineola: Dover Publications, Mineola · Zbl 1201.74002 [5] Einav, I.; Houlsby, GT; Nguyen, GD, Coupled damage and plasticity models derived from energy and dissipation potentials, Int. J. Solids Struct., 44, 2487-2508 (2007) · Zbl 1122.74045 [6] Balan, T.; Cazacu, O., Elastic-plastic ductile material model based on strain-rate plastic potential, Mech. Res. Commun., 54, 21-26 (2013) [7] Podgórski, J., Limit state condition and the dissipation function for isotropic materials, Arch. Mech., 36, 323-342 (1984) [8] Szwed, A.; Szwed, A.; Kamińska, I., Dissipation function and elastoplastic constitutive relationships based o smooth Drucker-Prager yield condition, Theoretical Foundations of Civil Engineering. Vol. 9: Mechanics of Materials and STRUCTURES, 95-105 (2019), Warsaw: OWPW, Warsaw [9] Raniecki, B.; Mróz, Z., Yield or martensitic phase transformation conditions and dissipation functions for isotropic, pressure-insensitive alloys exhibiting SD effect, Acta Mech., 195, 81-102 (2008) · Zbl 1136.74032 [10] Ottosen, NS, A failure criterion for concrete, ASCE J. Eng. Mech. Div., 103, 527-535 (1977) [11] Szwed, A.: Dissipation function for modelling plasticity in concrete. In: Computer Aided Science and Engineering Work in Transport, Mechanics and Electrical Engineering. Monograph No. 122, pp. 523-528. Publishing House of Technical University of Radom, Radom (2008) [12] Szwed, A.: Dissipation function for modelling plasticity of incompressible metals. Logistyka 6 (2009) [13] Combaz, E.; Bacciarini, C.; Charvet, R.; Dufour, W.; Mortensen, A., Multiaxial yield behaviour of Al replicated foam, J. Mech. Phys. Solids, 59, 9, 1777-1793 (2011) [14] Kupfer, HB; Gerstle, KH, Behavior of concrete under biaxial stresses, ASCE J. Eng. Mech. Div., 99, 44, 853-866 (1973) [15] Mills, LL; Zimmerman, RM, Compressive strength of plain concrete under multiaxial loading conditions, ACI J., 67, 802-807 (1970) This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. It attempts to reflect the references listed in the original paper as accurately as possible without claiming the completeness or perfect precision of the matching.