Results 21 to 30 of about 483 (196)

About the Memory of Transformation-Induced Plasticity in 35NCD16 Carbon Steel Subjected to Various Thermomechanical Histories

open access: yesMetals, 2021
This study deals with Transformation-Induced Plasticity (TRIP) observed in the martensitic transformation of 35NCD16 ferritic steel. In this study, TRIP tests were carried out for two different cases: First, after only free dilatometric (FD) tests, which
Jose Jimenez, Lakhdar Taleb
doaj   +1 more source

Estimation of Stress Distribution Arising in a Powder Bed during Compaction by FEM considering Anisotropic Parameters [Translated]†

open access: yesKONA Powder and Particle Journal, 2014
Stress analysis on the compaction of ceramic powder was performed by the finite element method (FEM) to predict the optimum conditions.
Atsuko Shimosaka   +3 more
doaj   +1 more source

A Variational Principle for Hardening Elastoplasticity [PDF]

open access: yesSIAM Journal on Mathematical Analysis, 2008
We present a variational principle governing the quasistatic evolution of a linearized elastoplastic material. In case of linear hardening, the novel characterization allows to recover and partly extend some known results and proves itself to be especially well-suited for discussing general approximation and convergence issues.
openaire   +4 more sources

Dimension reduction for elastoplastic rods and homogenization of elastoplastic lattices

open access: yes, 2021
We derive effective equations for periodic lattices of linearly elastoplastic rods in the limit of both infinitesimal periodicity and infinitesimal relative width of the rods. For this derivation we use the method of evolutionary Γ-convergence for quadratic rate-independent systems.
openaire   +2 more sources

On an Optimal AFEM for Elastoplasticity

open access: yesComputational Methods in Applied Mathematics
Abstract In this paper, optimal convergence for an adaptive finite element algorithm for elastoplasticity is considered. To this end, the proposed adaptive algorithm is established within the abstract framework of the axioms of adaptivity [C. Carstensen, M. Feischl, M. Page and D. Praetorius, Axioms of adaptivity, Comput. Math. Appl.
Miriam Schönauer, Andreas Schröder
openaire   +4 more sources

Extension of subloading surface model for accurate prediction of elastoplastic deformation behavior of metals with cyclic softening

open access: yesNihon Kikai Gakkai ronbunshu, 2014
The subloading surface model has been formulated and applied to the prediction of cyclic loading behavior of metals. However, the existing formulation of this model is limited to metals exhibiting only the cyclic hardening.
Ryota HIGUCHI   +3 more
doaj   +1 more source

A multiphase model for reinforced concrete structures considering the concrete cracking

open access: yesRevista IBRACON de Estruturas e Materiais
Assessing the global behavior of reinforced materials from the individual properties of their components has been the subject of a considerable amount of experimental and theoretical works in the last years.
M. P. Figueiredo   +2 more
doaj   +1 more source

Elastoplastic Deformations of Layered Structures

open access: yesMilan Journal of Mathematics, 2022
We formulate a large-strain model of single-slip crystal elastoplasticity in the framework of energetic solutions. Numerical performance of the model is compared with lab experiments on the compression of a stack of note papers.
Daria Drozdenko   +5 more
openaire   +3 more sources

Molecular Dynamics Studies of Shape Memory Polymers: From Bead–Spring Models to Atomistic Simulations

open access: yesAdvanced Engineering Materials, EarlyView.
Coarse‐grained (left) and atomistic (right) models of the shape memory polymer ESTANE ETE 75DT3 are shown schematically. The two representations bridge molecular detail and mesoscopic description. Both models capture shape memory behavior, linking segmental mobility and conformational relaxation of anisotropic chains to macroscopic recovery, and ...
Fathollah Varnik
wiley   +1 more source

Equilibrium and stability of beams with elastoplastic semi-rigid joints [PDF]

open access: yesArchives of Civil Engineering
The classical theory of beams admits two types of connections between structural elements: perfectly rigid and perfectly flexible. However, the engineering reality calls for a more general approach to joint modelling.
Grzegorz Dzierżanowski
doaj   +1 more source

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