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Journal articles on the topic 'Elasto-plastic materials'

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Author: Grafiati

Published: 10 December 2022

Last updated: 19 February 2023

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1

Jain, Appurva, and Abhishek Mishra. "Elastoplastic Damage Models for Ductile Materials." Advanced Science, Engineering and Medicine 12, no. 12 (December 1, 2020): 1556–59. http://dx.doi.org/10.1166/asem.2020.2715.

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The application of the Elasto plastic-damage model is used to describe the ductile fracture model. Few parameters are responsible for ductile damage and its mechanism can be revealed by using Elasto plastic models. An overview of different models is described in this paper. Parameters responsible for high-stress triaxiality and low-stress triaxiality are also described in this paper. The objective of this article is to provide a review of Elasto-plastic damage models, which can be used for prediction of ductile fracture. Stress triaxiality is the ratio between mean stress and equivalent vonmisses stress.

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2

Brovman, T. V. "Functional materials under elasto-plastic deformation." Journal of Physics: Conference Series 1758, no. 1 (January 1, 2021): 012004. http://dx.doi.org/10.1088/1742-6596/1758/1/012004.

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3

Maatouki, Ismail, Ralf Müller, and Dietmar Gross. "Material Forces in elasto-plastic Materials." PAMM 8, no. 1 (December 2008): 10441–42. http://dx.doi.org/10.1002/pamm.200810441.

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4

Krätzig, Wilfried B., and Rainer Pölling. "Elasto-plastic damage-theories and elasto-plastic fracturing-theories – a comparison." Computational Materials Science 13, no. 1-3 (December 1998): 117–31. http://dx.doi.org/10.1016/s0927-0256(98)00052-4.

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5

Peng, Fang-le, and Jian-zhong Li. "Elasto-plastic constitutive modeling for granular materials." Journal of Central South University of Technology 11, no. 4 (December 2004): 440–44. http://dx.doi.org/10.1007/s11771-004-0091-5.

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6

Attaporn, Wisessint, and Hideo Koguchi. "FEM Formulation and Analysis of Elasto-Plastic Stress Singularity." Key Engineering Materials 324-325 (November 2006): 915–18. http://dx.doi.org/10.4028/www.scientific.net/kem.324-325.915.

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The present study shows a new idea for investigating characteristics of stress singularity field around a vertex associated with elasto-plastic properties of materials. FEM formulation for elasto-plastic stress singularity analysis is expressed to investigate an eigenvalue and the intensity of singularity.The elasto-plastic stress singularity in a flip chip joint was investigated using the FEM formulation. After that, the possibility of delamination on the flip chip joint was discussed.

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7

Li, Xuanhe, Weicheng Huang, and M. Khalid Jawed. "Discrete Elasto-Plastic Rods." Extreme Mechanics Letters 38 (July 2020): 100767. http://dx.doi.org/10.1016/j.eml.2020.100767.

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8

Linder, David, Martin Walbrühl, John Ågren, and Annika Borgenstam. "Indentation behavior of highly confined elasto-plastic materials." International Journal of Solids and Structures 193-194 (June 2020): 69–78. http://dx.doi.org/10.1016/j.ijsolstr.2020.01.025.

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9

Rempler, Uwe, Wolfgang Ehlers, and Christian Wieners. "An Extended FE Formulation for Elasto-Plastic Materials." PAMM 6, no. 1 (December 2006): 759–60. http://dx.doi.org/10.1002/pamm.200610360.

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10

Zhang, Zheng, Geng Liu, and Tian Xiang Liu. "An Adaptive EFG-FE Computational Model for Thermal Elasto-Plastic Frictional Contact Problems." Advanced Materials Research 33-37 (March 2008): 821–26. http://dx.doi.org/10.4028/www.scientific.net/amr.33-37.821.

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An adaptive meshless element-free Galerkin-finite element (EFG-FE) coupling model for thermal elasto-plastic contact problems is developed to investigate the influences of the steady-state frictional heating on the contact performance of two contacting bodies. The thermal elasto-plastic contact problems using the initial stiffness method is presented. The local adaptive refinement strategy and the strain energy gradient-based error estimation for EFG-FE coupling method are combined. The adaptive meshless model takes into account the temperature variation, micro plastic flow, and the coupled thermo-elasto-plastic behavior of the materials, considering the strain-hardening property of the materials and temperature-dependent yield strength. The adaptive model is verified through the contact analysis of a cylinder with an elasto-plastic plane. The thermal effects on the contact pressure, stresses distributions with certain frictional heat inputs are studied. The results show that the accuracy of the solutions from the adaptive refinement model is satisfactory but the cost of the CPU time is much less than that for the uniform refinement calculation.

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11

Sumarac, Dragoslav, Bojan Medjo, and Natasa Trisovic. "Hysteretic behavior modeling of elastoplastic materials." Theoretical and Applied Mechanics 35, no. 1-3 (2008): 287–304. http://dx.doi.org/10.2298/tam0803287s.

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In the present paper the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular cross section and cyclic bending of rectangular tube (box) will be studied in details. Hysteretic stress-strain loop for prescribed history of stress change is plotted for material modeled by series connection of three unite element. Also moment-curvature hysteretic loop is obtained for a prescribed curvature change of rectangular tube (box). One chapter of the paper is devoted to results obtained by FEM using Finite Element Code ABAQUS. All obtained results clearly show advantages of the Preisach model for describing cyclic behavior of elasto-plastic material.

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12

Bertini, L., V. Fontanari, and G. Straffelini. "Tensile and Bending Behavior of Sintered Alloys: Experimental Results and Modeling." Journal of Engineering Materials and Technology 120, no. 3 (July 1, 1998): 248–55. http://dx.doi.org/10.1115/1.2812351.

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Sintered materials show a different stress-strain behavior when subjected to tensile or compressive loading, the response to compression being characterized by a higher elastic modulus, yield stress, and strain hardening rate. These differences tend to make the bending behavior somewhat more complex to analyze, particularly in the elasto-plastic field, as compared to conventional materials, having equal mechanical properties under tension and compression. As a consequence, the use of widely applied test techniques, such as the Three Point Bending (TPB), becomes more difficult for sintered materials, due to the lack of reliable analytical models capable of evaluating elasto-plastic stress-strain distribution as a function of applied load and deflection. In the present investigation, the results of uniaxial tensile-compressive and bending tests conducted on sintered ferrous alloys characterized by different microstructures and porosity are reported and briefly discussed. Then an analytical model, specifically aimed to analyze the elasto-plastic monotonic behavior of a TPB specimen made with a material having different tensile and compressive properties, is presented. Its predictions as regards load-deflection curves and elasto-plastic stress-strain distributions are compared with the results of TPB tests and of numerical (Finite Element) analysis, showing a fairly good agreement.

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13

Zhou, Zhi-Dong, She-Xu Zhao, and Zhen-Bang Kuang. "An integral elasto-plastic constitutive theory." International Journal of Plasticity 19, no. 9 (September 2003): 1377–400. http://dx.doi.org/10.1016/s0749-6419(02)00101-8.

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14

Niu, Ze Lin, and Zhan Ping Song. "The Analysis of Fu Longping Double-Decked Tunnel with 3D Finite Element." Applied Mechanics and Materials 170-173 (May 2012): 1511–14. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1511.

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The article analyzed the forced state of the surrounding rock and the tunnel lining for Fu longping double-decked tunnel by the Elasto-plastic finite element method. In the analysis, DP’s yield criterion was employed for the elasto-plastic characteristics of materials. It studied the construction method with the theory, and guided the construction for the double-decked tunnel ,too.

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15

Giannakopoulos, A. E. "Dynamic Damage in Certain Monolithic Ceramic Materials." Journal of Applied Mechanics 58, no. 3 (September 1, 1991): 639–43. http://dx.doi.org/10.1115/1.2897243.

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In the present work, the propagation of elasto-damage longitudinal stress waves in thin rods is investigated. The material behavior is characteristic to that of certain monolithic ceramics. The damage constitutive relation that characterizes this type of materials gives rise to certain dynamic behavior which is somewhat different from dynamic plastic behavior. Plastic and damage dynamic response are compared through an example.

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16

Cleja-Ţigoiu, Sanda, and Victor Ţigoiu. "Strain Gradient Effect in Finite Elasto-plastic Damaged Materials." International Journal of Damage Mechanics 20, no. 4 (November 9, 2010): 484–514. http://dx.doi.org/10.1177/1056789510386816.

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In this article we propose a strain gradient model for elasto-plastic materials in which there exist zones with structural inhomogeneities, characterized by nonlocal deformations. We assume the existence of an anholonomic configuration, called damaged configuration, which is associated with the second-order plastic deformation. We proved how the damage may be coupled to the second-order plasticity introducing a tensorial damage variable, Qd, as a measure of the nonmetricity of the plastic Bilby-type part of the connection, which characterizes peculiar structural defects. The constitutive and evolution equations are subjected to be compatible with the principle of the imbalanced free energy, which is applied for isothermal processes. The free energy density function Ψ, is represented as a function of second-order elastic deformation and it depends on the damaged configuration, K, through the second-order plastic deformation. At the level of plastically deformed configuration, the effects of macro- and microforces are cumulated into the internal power. Two possible nonlocal evolution equations to describe plastic behavior are derived as a consequence of balance equation for microforces. Finally, we look at the influence of the strain gradient in a simple model.

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17

Mazarei, Zeinab, Mohammad Zamani Nejad, and Amin Hadi. "Thermo-Elasto-Plastic Analysis of Thick-Walled Spherical Pressure Vessels Made of Functionally Graded Materials." International Journal of Applied Mechanics 08, no. 04 (June 2016): 1650054. http://dx.doi.org/10.1142/s175882511650054x.

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An exact closed-form analytical solution is presented to solve the thermo-elasto-plastic problem of thick-walled spherical vessels made of functionally graded materials (FGMs). Assuming that the inner surface is exposed to a uniform heat flux, and that the outer surface is exposed to an airstream. The heat conduction equation for the one-dimensional problem in spherical coordinates is used to obtain temperature distribution in the sphere. Material properties are graded in the thickness direction according to a power law distribution, whereas the Poisson’s ratio is kept constant. The Poisson’s ratio due to slight variations in engineering materials is assumed constant. The plastic model is based on von Mises yield criterion and its associated flow rules under the assumption of perfectly plastic material behavior. For various values of inhomogeneity constant, the so-obtained solution is then used to study the distribution of limit heat flux, displacement and stresses versus the radial direction. Moreover, the effect of increasing the heat flux and pressure on the propagation of the plastic zone are investigated. Furthermore, the effect of change in Poisson’s ratio on the value of the critical material parameter is demonstrated. The present study is also validated by comparing the numerical results for thick elasto-plastic spherical shells available in the literature. To the best of the authors’ knowledge, in previous studies, exact thermo-elasto-plastic behavior of FGM thick-walled sphrical pressure vessels has not investigated.

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18

Liu, Geng, Tian Xiang Liu, and Qin Xie. "Thermal Effects on Elasto-Plastic Contacts between Rough Surfaces." Materials Science Forum 532-533 (December 2006): 801–4. http://dx.doi.org/10.4028/www.scientific.net/msf.532-533.801.

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The effects of the steady-state frictional heating on the contact performance of surface asperities and subsurface stress fields between rough surfaces are investigated in this paper. The asperity distortion caused by the temperature variation in a tribological process, micro plastic flow of surface asperities, and the coupled thermo-elasto-plastic behavior of the materials, with and without considering the strain-hardening property of the materials are studied. In addition, the contact pressure, real area of contact, and average gap of real rough surface with different frictional heat inputs under the thermal elasto-plastic contact conditions are analyzed and discussed.

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19

Tanguy, Anne. "Elasto-plastic behavior of amorphous materials: a brief review." Comptes Rendus. Physique 22, S3 (March 26, 2021): 1–17. http://dx.doi.org/10.5802/crphys.49.

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20

Pascale, Pietro, and Kumar Vemaganti. "A Variational Model of Elasto-Plastic Behavior of Materials." Journal of Elasticity 147, no. 1-2 (December 2021): 257–89. http://dx.doi.org/10.1007/s10659-021-09876-y.

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21

Lelovic, Selimir. "Conditions for stability of deformation in elasto-plastic materials." Gradjevinski materijali i konstrukcije 58, no. 4 (2015): 37–49. http://dx.doi.org/10.5937/grmk1504037l.

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22

Varchanis, S., G. Makrigiorgos, P. Moschopoulos, Y. Dimakopoulos, and J. Tsamopoulos. "Modeling the rheology of thixotropic elasto-visco-plastic materials." Journal of Rheology 63, no. 4 (July 2019): 609–39. http://dx.doi.org/10.1122/1.5049136.

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23

Pierard, O., C. González, J. Segurado, J. LLorca, and I. Doghri. "Micromechanics of elasto-plastic materials reinforced with ellipsoidal inclusions." International Journal of Solids and Structures 44, no. 21 (October 2007): 6945–62. http://dx.doi.org/10.1016/j.ijsolstr.2007.03.019.

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24

Dingreville, Rémi, Joshua Robbins, and Thomas E. Voth. "Wave propagation and dispersion in elasto-plastic microstructured materials." International Journal of Solids and Structures 51, no. 11-12 (June 2014): 2226–37. http://dx.doi.org/10.1016/j.ijsolstr.2014.02.030.

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25

Chen, J. K., and C. T. Sun. "Elasto-plastic analysis of layered media with dissimilar materials." Engineering Fracture Mechanics 25, no. 3 (January 1986): 349–60. http://dx.doi.org/10.1016/0013-7944(86)90131-1.

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26

Dong, Qingbing, Kun Zhou, W. Wayne Chen, and Qin Fan. "Partial slip contact modeling of heterogeneous elasto-plastic materials." International Journal of Mechanical Sciences 114 (August 2016): 98–110. http://dx.doi.org/10.1016/j.ijmecsci.2016.05.018.

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27

Zhang, Mengqi, Ning Zhao, Peter Glaws, Phil Hegedus, Qinghua Zhou, Zhanjiang Wang, Xiaoqing Jin, Leon M. Keer, and Qian Wang. "Elasto-plastic contact of materials containing double-layered inhomogeneities." International Journal of Solids and Structures 126-127 (November 2017): 208–24. http://dx.doi.org/10.1016/j.ijsolstr.2017.08.006.

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28

Cleja-Tigoiu, Sanda. "Anisotropic and Dissipative Elasto-Plastic Materials with Damaged Structure." International Journal of Material Forming 3, S1 (April 2010): 207–10. http://dx.doi.org/10.1007/s12289-010-0743-y.

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29

Huang, Yao Ying, and Hong Zheng. "Analysis of the Tensile Cracking of Rock-Concrete Materials Based on Elasto-Viscoplastic Model." Advanced Materials Research 243-249 (May 2011): 4569–75. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4569.

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Suppose there is time course during the cracking and deforming process, the tensile cracking of rock-concrete materials was analyzed by means of elasto-viscoplastic model and its calculation steps were illustrated as well in this paper. The expression of function Φ in elasto-viscoplastic theory was studied; what’s more, it was comparatively analyzed the tensile cracking of rock-concrete materials by elasto-viscoplastic model and the maximum tensile stress criterion respectively. There are some differences comparing with the study of plastic yield by elasto-viscoplastic model, when analyzing the tensile cracking of rock-concrete materials on the basis of elasto-viscoplastic model, the function Φ should be the stress or stress formula of the direction where the principal stress firstly reaches the tensile strength; it is proved by the example analysis that it is feasible to study the tensile cracking of rock-concrete materials by elasto-viscoplastic model and there is no iteration stability issues.

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30

Ditlevsen, Ove. "Elasto‐Plastic Oscillator with Gaussian Excitation." Journal of Engineering Mechanics 112, no. 4 (April 1986): 386–406. http://dx.doi.org/10.1061/(asce)0733-9399(1986)112:4(386).

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31

Prevost, Jean H., and Catherine M. Keane. "Multimechanism Elasto‐Plastic Model for Soils." Journal of Engineering Mechanics 116, no. 9 (September 1990): 1924–44. http://dx.doi.org/10.1061/(asce)0733-9399(1990)116:9(1924).

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32

Ewoldt, Randy H., and Gareth H. McKinley. "Mapping thixo-elasto-visco-plastic behavior." Rheologica Acta 56, no. 3 (March 2017): 195–210. http://dx.doi.org/10.1007/s00397-017-1001-8.

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33

Einav, Itai. "The unification of hypo-plastic and elasto-plastic theories." International Journal of Solids and Structures 49, no. 11-12 (June 2012): 1305–15. http://dx.doi.org/10.1016/j.ijsolstr.2012.02.003.

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34

Høgsberg, Jan, and Steen Krenk. "Adaptive tuning of elasto-plastic damper." International Journal of Non-Linear Mechanics 42, no. 7 (September 2007): 928–40. http://dx.doi.org/10.1016/j.ijnonlinmec.2007.04.003.

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35

Kakei, Ayad Arab, Mainul Islam, Jinsong Leng, and Jayantha A. Epaarachchi. "Use of an elasto-plastic model and strain measurements of embedded fibre Bragg grating sensors to detect Mode I delamination crack propagation in woven cloth (0/90) composite materials." Structural Health Monitoring 17, no. 2 (March 14, 2017): 363–78. http://dx.doi.org/10.1177/1475921717694812.

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Mode I fracture analysis being employed to study delamination damage in fibre-reinforced composite structures under in-plane and out-of-plane load applications. However, due to the significantly low yield strength of the matrix material and the infinitesimal thickness of the interface matrix layer, the actual delamination process can be assumed as a partially plastic process (elasto-plastic). A simple elasto-plastic model based on the strain field in the vicinity of the crack front was developed for Mode I crack propagation. In this study, a double cantilever beam experiment has been performed to study the proposed process using a 0/90-glass woven cloth sample. A fibre Bragg grating sensor has embedded closer to the delamination to measure the strain at the vicinity of the crack front. Strain energy release rate was calculated according to ASTM D5528. The model predictions were comparable with the calculated values according to ASTM D5528. Subsequently, a finite element analysis on Abaqus was performed using ‘Cohesive Elements’ to study the proposed elasto-plastic behaviour. The finite element analysis results have shown a very good correlation with double cantilever beam experimental results, and therefore, it can be concluded that Mode I delamination process of an fibre-reinforced polymer composite can be monitored successfully using an integral approach of fibre Bragg grating sensors measurements and the prediction of a newly proposed elasto-plastic model for Mode I delamination process.

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36

Niu, Ze Lin, Huan Tong Wu, Yan Bo Qi, Song Tao Zhang, and Ya Lei Dai. "Study of Construction Method on Sole-Hole Double Deck Tunnel." Advanced Materials Research 838-841 (November 2013): 1405–8. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.1405.

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2D elasto-plastic finite element method was adopted to analyze the forced state of the surrounding rock and the tunnel lining in every step of the construction project for Fulongping double-decked tunnel. In the analysis,Mohr-Coulombs yield criterion was employed incoporating associated flow law to account for the elasto-plastic characteristics of materials. The tangent stiffness method was adopted to solve the equation of equilibrium, and the stresses which exceeded yielded point were adjusted.

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37

Mars, Jamel, Lotfi Ben Said, Mondher Wali, and Fakhreddine Dammak. "Elasto-Plastic Modeling of Low-Velocity Impact on Functionally Graded Circular Plates." International Journal of Applied Mechanics 10, no. 04 (May 2018): 1850038. http://dx.doi.org/10.1142/s1758825118500382.

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Low-velocity impact of elasto-plastic functionally graded material (FGM) plates is first investigated in this paper based on Mori–Tanaka model to underline micromechanics and locally determine the effective FGM properties and self-consistent method of Suquet for the homogenization of the stress-field. The elasto-plastic behavior of the particle reinforced metal matrix FGM plate is assumed to follow Ludwik hardening law. An incremental formulation of the elasto-plastic constitutive relation is developed to predict the tangent operator. The homogenization formulation and numerical algorithms are implemented into ABAQUS/Standard via a user material subroutine (UMAT) and USDFLD subroutine. The effect of the power-law index on low-velocity impact parameters like contact force, deflection, permanent indentation, velocity distribution and the kinetic energy are examined using the proposed method. With the aim of demonstrating the accuracy and efficiency of the present method, current numerical results are compared to experimental and theoretical results from the literature and show very good agreement.

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38

Leung, A. Y. T., and T. C. Fung. "Analytical solutions of elasto-plastic systems." Journal of Sound and Vibration 142, no. 1 (October 1990): 175–82. http://dx.doi.org/10.1016/0022-460x(90)90590-v.

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39

Pal, Raj Kumar, Amnaya P. Awasthi, and Philippe H. Geubelle. "Wave propagation in elasto-plastic granular systems." Granular Matter 15, no. 6 (October 2, 2013): 747–58. http://dx.doi.org/10.1007/s10035-013-0449-1.

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40

Xu, Meng, Yang, Zhang, Fan, and Sun. "Elasto-Plastic Behaviour of Transversely Isotropic Cellular Materials with Inner Gas Pressure." Metals 9, no. 8 (August 16, 2019): 901. http://dx.doi.org/10.3390/met9080901.

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The fabrication process of cellular materials, such as foaming, usually leads to cells elongated in one direction, but equiaxed in a plane normal to that direction. This study is aimed at understanding the elasto-plastic behaviour of transversely isotropic cellular materials with inner gas pressure. An idealised ellipsoidal-cell face-centred-cubic foam that is filled with gas was generated and modelled to obtain the uniaxial stress–strain relationship, Poisson’s ratio and multiaxial yield surface. The effects of the elongation ratio and gas pressure on the elasto-plastic properties for a relative density of 0.5 were investigated. It was found that an increase in the elongation ratio caused increases in both the elastic modulus and yield stress for uniaxial loading along the cell elongation direction, and led to a tilted multiaxial yield surface in the mean stress and Mises equivalent stress plane. Compared to isotropic spheroidal-cell foams, the size of the yield surface of the ellipsoidal-cell foam is smaller for high-stress triaxiality, but larger for low-stress triaxiality, and the yield surface rotates counter-clockwise with the Lode angle increasing. The gas pressure caused asymmetry of the uniaxial stress–strain curve (e.g., reduced tensile yield stress), and it increased the nominal plastic Poisson’s ratio for compression, but had the opposite effect for tension. Furthermore, the gas pressure shifted the yield surface towards the negative mean stress axis with a distance equal to the gas pressure. The combined effects of the elongation ratio and gas pressure are complicated, particularly for the elasto-plastic properties in the plane in which the cells are equiaxed.

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41

Wathugala, G. Wije, Baoshan Huang, and Surajit Pal. "Numerical Simulation of Geosynthetic-Reinforced Flexible Pavements." Transportation Research Record: Journal of the Transportation Research Board 1534, no. 1 (January 1996): 58–65. http://dx.doi.org/10.1177/0361198196153400109.

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In traditional analyses of flexible pavements the linear elastic material behavior is assumed for pavement materials. However, pavement materials do not behave as linear elastic materials. They can be better modeled by using elasto-plastic constitutive relationships. The consequences of the assumption of linear elasticity in the prediction of the behavior of geosynthetic-reinforced flexible pavements are presented. The effect of the stiffness of geosynthetic reinforcements on pavement behavior is also studied. The behavior of a geosynthetic-reinforced flexible pavement is analyzed by the finite-element method with different constitutive models. The results of six analyses where E is Young's modulus [Case 1, linear elastic models with geosynthetics (Case 1a, E = 1 GPa; Case 1b, E = 100 GPa); Case 2, linear elastic models without geosynthetics; Case 3, elasto-plastic models with geosynthetics (Case 3a, E = 1 GPa; Case 3b, E = 100 GPa); and Case 4, elasto-plastic models without geosynthetics on the same pavement under the same load cycle] are presented and compared. Key observations and conclusions are as follows. The linear elastic analyses predicted tensile stresses in the crushed limestone layer although in reality this material cannot withstand tensile stresses. The vertical stresses directly under the load for all of the analyses were very close and were little smaller than those predicted by Boussinesq's equations. The linear elastic analyses showed only a small reduction in settlements when geosynthetics were added. In contrast, elasto-plastic analyses showed a large reduction in settlements, especially with stiffer geosynthetics. Previously published field data indicate an improvement in the pavement performance when geosynthetic reinforcements are introduced.

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42

Laternser, Ralf, Hans-Peter Ga¨nser, Lars Taenzer, and Alexander Hartmaier. "Chip Formation in Cellular Materials." Journal of Engineering Materials and Technology 125, no. 1 (December 31, 2002): 44–49. http://dx.doi.org/10.1115/1.1526126.

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The constitutive behavior of cellular materials like wood, especially with respect to the plastic and fracture mechanical properties, differs significantly from that of “classical” materials like steel. From this point of view, it appears interesting to investigate a process like chip formation, where both plasticity and fracture intervene. Finite element simulations of such a process are performed using an elastoplastic constitutive model for isotropic foams to describe the material, and a cohesive zone model to describe the crack. The repartition of the cutting force into the components required for the elasto-plastic deformation of the material and for crack opening is obtained.

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43

TAKEUCHI, Yasushi. "FUNDAMENTAL STUDY ON ELASTO-PLASTIC ANALYSIS MODEL FOR PAVEMENT MATERIALS." JOURNAL OF PAVEMENT ENGINEERING, JSCE 7 (2002): 24p1–24p9. http://dx.doi.org/10.2208/journalpe.7.24p1.

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44

Subramanian, Harini, and Shantanu S. Mulay. "On the constitutive modelling of elasto-plastic self-healing materials." International Journal of Solids and Structures 234-235 (January 2022): 111289. http://dx.doi.org/10.1016/j.ijsolstr.2021.111289.

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45

Wrobel, M., P. Papanastasiou, and D. Peck. "A simplified modelling of hydraulic fractures in elasto-plastic materials." International Journal of Fracture 233, no. 2 (January 9, 2022): 153–78. http://dx.doi.org/10.1007/s10704-021-00608-w.

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Azoti, Wiyao, Ahmed Elmarakbi, Hisham El Hage, and Mustafa Elkady. "Elasto-plastic response of graphene nanoplatelets reinforced polymer composite materials." International Journal of Automotive Composites 3, no. 2/3/4 (2017): 226. http://dx.doi.org/10.1504/ijautoc.2017.091413.

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Elkady, Mustafa, Hisham El Hage, Ahmed Elmarakbi, and Wiyao Azoti. "Elasto-plastic response of graphene nanoplatelets reinforced polymer composite materials." International Journal of Automotive Composites 3, no. 2-4 (2017): 226. http://dx.doi.org/10.1504/ijautoc.2017.10012491.

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Wolfenden, A., and K. Mahboub. "Elasto-Plastic Fracture Characterization of Paving Materials at Low Temperatures." Journal of Testing and Evaluation 18, no. 3 (1990): 210. http://dx.doi.org/10.1520/jte12474j.

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Doghri, I., and A. Ouaar. "Homogenization of two-phase elasto-plastic composite materials and structures." International Journal of Solids and Structures 40, no. 7 (April 2003): 1681–712. http://dx.doi.org/10.1016/s0020-7683(03)00013-1.

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Chang, C. S., and P. Y. Hicher. "An elasto-plastic model for granular materials with microstructural consideration." International Journal of Solids and Structures 42, no. 14 (July 2005): 4258–77. http://dx.doi.org/10.1016/j.ijsolstr.2004.09.021.

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