Aug 2026· Applied Sciences· Vol 16, pp. 7703· 0 citations· 24 references
Abstract
This paper presents a stress-function-based finite element formulation for two-dimensional elastoplastic plane-stress problems with holes. The Airy stress function is used as the primary global unknown, and the resulting non-homogeneous biharmonic equation is discretized with the nonconforming Morley finite element. The stresses are obtained from the second derivatives of the discrete Airy function. Consequently, the differential equilibrium equations are satisfied inside each element, while interelement coupling is enforced through the Morley weak formulation. Plastic strains enter the governing equation through an element-wise weak-form contribution, which avoids the direct evaluation of their second derivatives. The local material response is described by associated von Mises plasticity with Kuhn–Tucker conditions and is integrated using cutting-plane and return-mapping algorithms. The formulation is applied to a perforated plate subjected to in-plane tension and compared with a classical displacement-based elastoplastic finite element model. The results show good agreement in the elastic stress concentration, yielding load, stress redistribution, and plastic-zone development. For the present benchmark, the Airy–Morley formulation is computationally competitive and provides a stress-function-based alternative for a restricted class of two-dimensional plane-stress problems.
A mixed least‐squares finite element method (LSFEM), previously proposed for the theory of porous media (TPM), is further investigated in this work. Finite deformation of a fully saturated, incompressible solid–fluid binary system is studied using the LSFEM. The stress and deformation of the solid phase, along with...
Manu Hegde, A. Schwarz, J. Bluhm et al.· Proceedings in Applied Mathe...· 0 citations
The elastoplastic buckling behavior of porous metallic rectangular thin plates is investigated accounting for pressure dependency of the material in plastic regime. The constitutive equations of two competitive theories including incremental theory (IT) and deformation theory (DT) of plasticity are proposed. To this en...
S. A. Tajalli· International Journal of Str...· 0 citations
This study presents a modified variational modeling method for the flexural–torsional buckling of functionally graded porous (FGP) curved beams. Unlike conventional methods that rely on strictly admissible functions, the proposed framework accommodates arbitrary orthogonal polynomial basis functions and segment-wise...
Ying Tian, Shou-Xiang Ma, Wei Liu et al.· Journal of Structural Engine...· 0 citations
The accurate prediction of the large-strain thermomechanical response of shape memory polymer (SMP) beams is challenging because geometric nonlinearities must be coupled with temperature-dependent viscoelastic and viscoplastic mechanisms, including plastic softening. This study develops a semi-analytical framework for...
H. Khashabi, M. Baniassadi, Eu-Jeong Choi et al.· Polymers· 0 citations