Bibliografías temáticas / Elasto-Visco-Plastic behavior

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Literatura académica sobre el tema "Elasto-Visco-Plastic behavior"

Autor: Grafiati
Publicado: 12 de octubre de 2024
Última modificación: 31 de julio de 2025

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Artículos de revistas sobre el tema "Elasto-Visco-Plastic behavior"

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

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Wan, Lin Hui, Ping Cao, Yong Heng Huang, Yi Xian Wang, and Xiang Yang Zhang. "Creep Test of Hard Rock and Modified Generalized Kelvin Creep Model." Applied Mechanics and Materials 90-93 (September 2011): 626–32. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.626.

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By a circular increment step load and unload method, a set of rheological experiments were performed to study the creep properties of amphibolite and the deformation data of instantaneous elasticity, instantaneous plasticity, viscoplasticity and viscoelasticity could be obtained. The results showed that: the creep threshold of amphibolite(σs1) was 25.46MPa; whenσs1s2, the proportion of plastic deformation in the total deformation was very small and the value of creep deformation always tended to a stable value; whenσ>σs2, the rock samples failed rapidly and had no obvious creep. According t
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3

Ju, J. W., and Tsung-Muh Chen. "Micromechanics and Effective Elastoplastic Behavior of Two-Phase Metal Matrix Composites." Journal of Engineering Materials and Technology 116, no. 3 (1994): 310–18. http://dx.doi.org/10.1115/1.2904293.

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A micromechanical framework is presented to predict effective (overall) elasto-(visco-)plastic behavior of two-phase particle-reinforced metal matrix composites (PRMMC). In particular, the inclusion phase (particle) is assumed to be elastic and the matrix material is elasto-(visco-)plastic. Emanating from Ju and Chen’s (1994a,b) work on effective elastic properties of composites containing many randomly dispersed inhomogeneities, effective elastoplastic deformations and responses of PRMMC are estimated by means of the “effective yield criterion” derived micromechanically by considering effects
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4

Jeong, Youngung, and Carlos N. Tomé. "Extension of the visco-plastic self-consistent model to account for elasto-visco-plastic behavior using a perturbed visco-plastic approach." Modelling and Simulation in Materials Science and Engineering 27, no. 8 (2019): 085013. http://dx.doi.org/10.1088/1361-651x/ab4b66.

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Milašinović, Dragan D. "Rheological–dynamical analogy: visco-elasto-plastic behavior of metallic bars." International Journal of Solids and Structures 41, no. 16-17 (2004): 4599–634. http://dx.doi.org/10.1016/j.ijsolstr.2004.02.061.

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Liu, Sheng, Tong Liu, Bang Zhe Liu, and Zi Chao Dong. "Numerical Simulation of Creep Deformation for Large Section Tunnel in Soil with Visco-Elastic-Plastic FEM." Advanced Materials Research 368-373 (October 2011): 2500–2503. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.2500.

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In order to reasonably analyze the influence of rheological properties on the soil deformation behavior of tunnel in soil, this paper establishes visco-elastic-plastic numerical calculation model for analysis of tunnel in soil deformation based on ANSYS software by relying on physical construction. The results show that creep deformation accounts for 24% of total deformation of the tunnel, so it is necessary to make visco-elasto-plastic analysis on tunnel in soil. If the numerical simulation results are basically the same with the trend of temporal curve of measured data, and the data obtained
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Slouf, Miroslav, Milos Steinhart, Pavel Nemecek, Veronika Gajdosova, and Jiri Hodan. "Correlations between Microscale Indentation Creep and Macroscale Tensile Creep of Polymers." Materials 16, no. 2 (2023): 834. http://dx.doi.org/10.3390/ma16020834.

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We compared the results of various microscale indentation creep (microcreep) measurements with macroscale tensile creep (macrocreep) measurements of three common polymers: high-density polyethylene (PE), polypropylene (PP), and polystyrene (PS). The main objective was to verify if the short-term microcreep experiments could predict long-term macrocreep behavior of the selected polymers, whose properties ranged from very soft and ductile (PE) to very hard and brittle (PS). The second objective was to compare several creep predictive schemes: the empirical power law model (PL) and several types
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8

Wang, Xingkai, Leibo Song, Caichu Xia, Guansheng Han, and Zheming Zhu. "Nonlinear Elasto-Visco-Plastic Creep Behavior and New Creep Damage Model of Dolomitic Limestone Subjected to Cyclic Incremental Loading and Unloading." Sustainability 13, no. 22 (2021): 12376. http://dx.doi.org/10.3390/su132212376.

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For many rock engineering projects, the stress of surrounding rocks is constantly increasing and decreasing during excavating progress and the long-term operation stage. Herein, the triaxial creep behavior of dolomitic limestone subjected to cyclic incremental loading and unloading was probed using an advanced rock mechanics testing system (i.e., MTS815.04). Then, the instantaneous elastic strain, instantaneous plastic strain, visco-elastic strain, and visco-plastic strain components were separated from the total strain curve, and evolutions of these different types of strain with deviatoric s
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Estrada-Royval, Ignacio-Alberto, and Alberto Díaz-Díaz. "Post-curing process and visco-elasto-plastic behavior of two structural adhesives." International Journal of Adhesion and Adhesives 61 (September 2015): 99–111. http://dx.doi.org/10.1016/j.ijadhadh.2015.06.001.

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Pipard, Jean Marc, Tudor Balan, Farid Abed-Meraim, and Xavier Lemoine. "Physically-Motivated Elasto-Visco-Plastic Model for the Large Strain-Rate Behavior of Steels." Key Engineering Materials 554-557 (June 2013): 1164–73. http://dx.doi.org/10.4028/www.scientific.net/kem.554-557.1164.

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A physically based elasto-visco-plastic constitutive model is presented and compared to experimental results for three different mild steels. The experiments consist of tensile tests at strain rates up to 103 s-1 and reverse shear tests. The model requires significantly fewer material parameters compared to other visco-plasticity models from the literature while exhibiting very good accuracy. Accordingly, the parameter identification is simple and intuitive, requiring a relatively small set of experiments. The strain-rate sensitivity modeling is not restricted to a particular hardening law and
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Tesis sobre el tema "Elasto-Visco-Plastic behavior"

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Kouah, Mohamed Amine Walid. "Μοdélisatiοn numérique des glissements de terrain : de l’initiatiοn à la transitiοn sοlide-fluide des géοmatériaux. : applicatiοn aux falaises des Vaches Νοires (Νοrmandie, France)". Electronic Thesis or Diss., Normandie, 2024. http://www.theses.fr/2024NORMC004.

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En Normandie, les falaises des Vaches Noires constituent un secteur original à la morphologie de badlands, affecté par des processus hydrogravitaires (glissements de terrain, coulées de boue, …) emboités dans l’espace et dans le temps. Dans la phase d’initiation, les géomatériaux sont décrits par des lois de comportement élasto- plastique dans le cadre de la mécanique des sols. Toutefois, lorsque ces matériaux perdent leurs propriétés solides après cette initiation et se transforment en un fluide, leur comportement est décrit par la rhéologie des fluides. C'est le cas des coulées de boue argil
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Graham, Caroline. "A Finite Element approach to understanding constitutive elasto-plastic, visco-plastic behaviour in lead free micro-electronic BGA structures." Thesis, Heriot-Watt University, 2016. http://hdl.handle.net/10399/3179.

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This work investigates the non-linear elasto-plastic and visco-plastic behaviour of lead free solder material and soldered joints. Specifically, Finite Element (FE) tools were used to better understand the deformations within Ball Grid Array solder joints (BGA), and numerical and analytical methods were developed to quantify the identified constituent deformations. FE material models were based on the same empirical constitutive models (elastic, plastic and creep) used in analytical calculations. The current work recognises the large number of factors influencing material behaviour which has l
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Battaini, Michael. "Deformation behaviour and twinning mechanisms of commercially pure titanium alloys." Monash University. Faculty of Engineering. Department of Materials Engineering, 2008. http://arrow.monash.edu.au/hdl/1959.1/61321.

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The deformation behaviour and twinning mechanisms of commercially pure titanium alloys were investigated using complementary diffraction techniques and crystal plasticity modelling. The main motivation for conducting this investigation was to improve understanding of the deformation of titanium to help achieve the long term aim of reducing manufacturing and design costs. The deformation behaviour was characterised with tension, compression and channel die compression tests for three important variables: orientation; temperature from 25 C to 600 C; and composition for two contrasting alloys, CP
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Capítulos de libros sobre el tema "Elasto-Visco-Plastic behavior"

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Kassem, H. A., and G. R. Chehab. "Characterizing the behavior of warm mix asphalt using a visco-elasto-plastic continuum damage model." In Advances in Materials and Pavement Performance Prediction. CRC Press, 2018. http://dx.doi.org/10.1201/9780429457791-26.

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Semenov, A. S., and B. E. Melnikov. "Multimodel analysis of the elasto-plastic and elasto-visco-plastic deformation processes in materials and structures." In Low Cycle Fatigue and Elasto-Plastic Behaviour of Materials. Elsevier, 1998. http://dx.doi.org/10.1016/b978-008043326-4/50110-0.

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Actas de conferencias sobre el tema "Elasto-Visco-Plastic behavior"

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Satou, Yasutaka, Hiroshi Furuya, Kaida Shoko, and Tomoyuki Miyashita. "Visco-Elasto-Plastic Behavior of Creased Space Membrane." In AIAA Scitech 2020 Forum. American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-1900.

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Jacquet, Nicolas, Nicolas Tardif, Thomas Elguedj, and Christophe Garnier. "Elasto-Visco-Plastic Buckling of Thick Anisotropic Shells: Numerical Buckling Predictions and Experiments." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21491.

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Abstract This work is focused on elasto-visco-plastic (EVP) buckling of thick shell structures. In particular we are interested in predicting accurately the buckling risk of stainless steel components of nuclear fast sodium reactor working under high pressure and at high temperature (around 180 bar and 500 °C). We follow a modeling/experimental approach to solve this problem. The set-up of relevant experiments at such high temperature being complex, we work with a representative material that shows similar EVP and buckling behavior at room temperature. The representative material is an alloy m
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3

Faisal, Hasan M., Zafrul Hakim Khan, and Rafiqul Tarefder. "Modeling Nanoscale Rheological and Mechanical Properties of Thin Film Asphalt Binder." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-65531.

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Traditionally, mechanical properties of asphalt concrete (AC) is evaluated through macro-scale testing. However, when aggregates are mixed with asphalt binder, it creates a thin film of 20μm to 40μm around the aggregate particles and the primary strength of AC is derived from the interaction between the binder and aggregates. Therefore, to understand the behavior of asphalt concrete it is necessary to study the binder properties in a nanoscale. Nanoindentation test has been adopted to examine the thin film material property. In a nanoindentation test, a loaded nanoindenter is used to indent th
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4

Diard, O. "A Multi-Scale Approach for Prediction of Irradiation Effect on RPV Steel Toughness." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71710.

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Nuclear reactor pressure vessel steels are subjected to an irradiation-induced embrittlement in service and this may lead to a shift of the ductile-to-brittle transition temperature. The prediction of irradiation effect on toughness requires an accurate description of the elasto-visco-plastic behavior of irradiated steels. Recent progresses have been done to describe microstructural evolutions induced by irradiation. Ab-initio computations, molecular dynamics and discrete dislocations dynamics can predict the defects formation and the hardening induced by the dislocations – defects interaction
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5

Dongmo, B. F. "A 3D visco-elasto-plasto damage constitutive model of concrete under long-term effects." In AIMETA 2022. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902431-6.

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Abstract. A comprehensive 3D visco-elasto-plasto-damage constitutive model of concrete is proposed to analyze its behaviour under long-term and cyclic loadings. This model combines the visco-elasticy and plasticity theories together with damage mechanics. The work aims at providing an efficient model capable of predicting the material behaviour, taking into account time-dependent effects at the mesoscale. The visco-elastic part is modeled within the framework of the linear visco-elasticity theory. The creep function is evaluated with the aid of the B3 model by Bažant and Baweja, and implement
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