Academic literature on the topic 'Elasto-viscoplastic behavior'

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Journal articles on the topic "Elasto-viscoplastic behavior"

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Goto, Keita, Takuya Tomioka, Masahiro Arai, and Tetsuya Matsuda. "Elasto-Viscoplastic Analysis of Slanting-Weft Woven Fabric Composites Based on Homogenization Theory." Key Engineering Materials 725 (December 2016): 410–15. http://dx.doi.org/10.4028/www.scientific.net/kem.725.410.

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The elasto-viscoplastic behavior of slanting-weft woven laminates, the fiber bundles of which are not crossed at a right angle, is investigated both macroscopically and microscopically. For this, an analysis model for the [±θ] slanting-weft woven laminate with a cross angle ±θ and its diamond-shaped unit cell are considered. Then, a basic cell, which is quarter of the unit cell, is defined as an analysis domain by considering the point-symmetry of the internal structure. For the basic cell, the homogenization theory for nonlinear time-dependent composites with point-symmetric internal structur
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Chenot, J. L., and M. Bellet. "A Velocity Approach to Elasto-Plastic and Elasto-Viscoplastic Calculation by the Finite Element Method." Journal of Engineering for Industry 112, no. 2 (1990): 150–54. http://dx.doi.org/10.1115/1.2899558.

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A second order scheme for the time discretization of the elasto-plastic or elasto-viscoplastic behavior is proposed, based on a velocity approach. The complete set of equations is given for the evolution problem in the case of small rotations approximation. The method is quite general and may be applied to a large class of constitutive equations. The finite element discretization is briefly outlined and it is shown that the procedure is quite similar to that of previous displacement formulations. A numerical example concerning the sheet metal forming process, with an elasto-viscoplastic behavi
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Saleem, Muhammad. "Microplane modeling of the elasto-viscoplastic constitution." Journal of Research in Science, Engineering and Technology 8, no. 3 (2020): 19–25. http://dx.doi.org/10.24200/jrset.vol8iss3pp19-25.

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In this paper, the elasto-viscoplastic Constitutive model is applied within the Microplane framework. The use of strain-dependent models allows measuring the effect of loading speed on the soil. Additionally, rate-based behavior models in simulation modeling avoid the uniqueness of the ruling equation. The proposed model can plot the stress-strain history on plates with different angles inside the soil. Therefore, valuable information can be obtained about the failure plane. Using the Microplane framework enables this hybrid behavior model to predict local strain.
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Wang, Jing Yin, and Fang Liu. "Thermodynamic Properties of Soft Sedimentary Rock in Geotechnical Engineering." Applied Mechanics and Materials 170-173 (May 2012): 687–91. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.687.

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In geotechnical engineering such as supporting of deep and soft rock roadway ,oil drilling , and construction of military underground defensive facility, thermodynamic properties of soft sedimentary rock has guiding significances .The study of the thermal constitutive behavior of rock under temperature has been done for many years, and many achievement have been got on this issue. In this paper, some experimental researches on the thermo-mechanical characteristics of soft sedimentary rock have been presented. Some test results have been simulated with a thermo-elasto-viscoplastic model. The re
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Bettaieb, Mohamed Ben, Thibaut Van Hoof, Thomas Pardoen, et al. "On the elasto-viscoplastic behavior of the Ti5553 alloy." Materials Science and Engineering: A 617 (November 2014): 97–109. http://dx.doi.org/10.1016/j.msea.2014.08.055.

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Zeng, Tao, Jian-Fu Shao, and Wei-Ya Xu. "Micromechanical modeling of the elasto-viscoplastic behavior of granite." Comptes Rendus Mécanique 343, no. 2 (2015): 121–32. http://dx.doi.org/10.1016/j.crme.2014.11.005.

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Adachi, T., F. Oka, and H. B. Poorooshasb. "A Constitutive Model for Frozen Sand." Journal of Energy Resources Technology 112, no. 3 (1990): 208–12. http://dx.doi.org/10.1115/1.2905759.

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An elasto-viscoplastic constitutive model for frozen sand is proposed based on the elasto-viscoplasticity theory incorporating the new time measure. The proposed model can describe a number of features of the mechanical behavior of the medium, such as rate sensitivity and strain softening under the triaxial compression test loading conditions. The effects of temperature, ambient pressure and the concentration of soil particles are also discussed.
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de Angelis, Fabio. "Computational Aspects in the Elasto/Viscoplastic Material Behavior of Solids." Advanced Materials Research 567 (September 2012): 192–99. http://dx.doi.org/10.4028/www.scientific.net/amr.567.192.

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In the present paper a computational algorithmic procedure is presented for modeling the elasto/viscoplastic behavior of solid materials. The effects of different loading programs on the inelastic behavior of rate-sensitive materials are analyzed with specific numerical examples. An appropriate solution scheme and a consistent tangent operator are applied which are capable to be adopted for general computational procedures. Numerical computations and results are reported which illustrate the rate-dependence of the constitutive model in use.
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Tai, Nguyen Huynh Tan. "CALCULATION OF PAVEMENT PERMANENT DEFORMATION USING PERZYNA’S ELASTO-VISCOPLASTIC MODEL." Vietnam Journal of Science and Technology 54, no. 1 (2016): 150. http://dx.doi.org/10.15625/0866-708x/54/1/5565.

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In this work, a method for calculation of pavement permanent deformation due to traffic loading is presented. The mechanics behavior of asphalt concrete layer is considered as Perzyna’s elasto-viscoplastic material. The pavement permanent deformation is incrementally calculated using nonlinear finite element method. Model parameters are determined using Hamburg Wheel Tracking Test result.
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Koo, Gyeong-Hoi, and Ji-Hyun Yoon. "Inelastic Material Models of Type 316H for Elevated Temperature Design of Advanced High Temperature Reactors." Energies 13, no. 17 (2020): 4548. http://dx.doi.org/10.3390/en13174548.

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In this paper, the inelastic material models for Type 316H stainless steel, which is one of the principal candidate materials for elevated temperature design of the advanced high temperature reactors (HTRs) pressure retained components, are investigated and the required material parameters are identified to be used for both elasto-plastic models and unified viscoplastic models. In the constitutive equations of the inelastic material models, the kinematic hardening behavior is expressed with the Chaboche model with three backstresses, and the isotropic hardening behavior is expressed by the Voc
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Dissertations / Theses on the topic "Elasto-viscoplastic behavior"

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Yuan, Yixing Ph D. Massachusetts Institute of Technology. "A new elasto-viscoplastic model for rate-dependent behavior of clays." Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/104330.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references.<br>Viscous properties of clay pertain to numerous geotechnical problems, such as excessive settlements associated with constructed fills on marine clays, or rate-dependent cyclic response of offshore foundations under wave loading. Although there are many observations on rate-dependent characteristics of clays in laboratory tests, none of the existing soil models has attained consistent descriptions of t
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Karim, Md Rezaul. "Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model." 京都大学 (Kyoto University), 2006. http://hdl.handle.net/2433/136140.

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Rovinelli, Andrea. "Influence of microstructure variability on short crack growth behavior." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2013. http://amslaurea.unibo.it/5794/.

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Fatigue life in metals is predicted utilizing regression analysis of large sets of experimental data, thus representing the material’s macroscopic response. Furthermore, a high variability in the short crack growth (SCG) rate has been observed in polycrystalline materials, in which the evolution and distributionof local plasticity is strongly influenced by the microstructure features. The present work serves to (a) identify the relationship between the crack driving force based on the local microstructure in the proximity of the crack-tip and (b) defines the correlation between scatter obser
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Heudt, Auréliane. "Etude de la fissuration en plasticité généralisée." Electronic Thesis or Diss., Paris, ENMP, 2013. https://pastel.archives-ouvertes.fr/tel-04058921.

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L'objectif de cette étude est de modéliser la croissance de fissures pour des structures minces sollicitées en conditions cycliques anisothermes conduisant à une plasticité étendue. La méthodologie a été mise au point sur des éprouvettes permettant des sollicitations uni-axiales de traction compression pour simuler les conditions de chargement sur structures. Les géométries d'éprouvettes retenues permettant d'éviter le flambement ont donc été usinées dans des barres, de microstructure proche de celle des composants. Dans un premier temps, il a été nécessaire de déterminer le comportement cycli
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Do, Duc Phi. "Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites." Thesis, Vandoeuvre-les-Nancy, INPL, 2008. http://www.theses.fr/2008INPL091N/document.

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Le présent travail est consacré à l'étude du comportement thermo-hydro-mécanique linéaire et non linéaire des roches poreuses de type argilites par approche de changement d'échelle. A partir des observations microstructurales de ces matériaux, un modèle conceptuel a été proposé. Dans ce modèle, le volume élémentaire représentatif du milieu hétérogène est composé d'une phase matricielle argileuse contenant des inclusions sphériques de minéraux de quartz et de calcite et des inclusions ellipsoïdales aplaties représentant l'espace poreux. Dans un premier temps, le procédé de la modélisation a été
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Manivannan, Ganeshalingam Aerospace Civil &amp Mechanical Engineering Australian Defence Force Academy UNSW. "Viscoplastic modelling of embankments on soft soils." Awarded by:University of New South Wales - Australian Defence Force Academy. School of Aerospace, Civil and Mechanical Engineering, 2005. http://handle.unsw.edu.au/1959.4/38743.

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A major instrumented geosynthetic reinforced approach embankment was constructed to 5.5 m elevation above ground, with prefabricated vertical drains, over a soft compressible clay deposit at Leneghan, Newcastle, Australia in May 1995. The field monitoring of settlements for over six years shows that the embankment manifests significant creep. The instrumentation, field performance and the finite element analyses for predicting the long-term performance of this embankment are described in this thesis. The maximum settlement of 1.1 m was observed one year after the completion of construction. H
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Chin, Chi-Kung, and 秦繼孔. "A study of the elasto-viscoplastic behavior of the Taipei silty clay." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/53yyx7.

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博士<br>國立臺灣科技大學<br>營建工程系<br>100<br>The objective of this study was to derive an anisotropic viscoplastic rate dependent constitutive model. The model was derived on the basis of the viscoplastic theory proposed by Kutter and Sathialingam and the yield surface function adopted by Wheeler et al. In this paper suggests a regular method to figure the viscoplastic strain to avoid Kutter and Sathialingam theory retricting the p is constant. In this paper, explain the mechanics characteristics of the Taipei silty clay, and introduce more famous or used most often plastic and visco-plastic soil model.
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TAECHAKUMTHORN, CHALERMPOL. "EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL." Thesis, 2011. http://hdl.handle.net/1974/6280.

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A verified elasto-viscoplastic finite element model is used to develop a better understanding of the performance of embankments with geosynthetic reinforcement constructed over rate-sensitive soil. The interaction between reinforcement and prefabricated vertical drains (PVDs) and their effects on time-dependent behaviour of embankments are examined. For rate-sensitive soils, the generation of creep-induced pore pressures following the end of construction is evident along the potential slip surface. As a result, the minimum factor of safety with respect to embankment stability occurs after the
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Book chapters on the topic "Elasto-viscoplastic behavior"

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Tomita, Yoshihiro, and Kenichi Hayashi. "Deformation Behavior in Elasto-Viscoplastic Polymeric Bars under Tension." In Anisotropy and Localization of Plastic Deformation. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3644-0_122.

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Ecker, Werner, Thomas Antretter, and R. Ebner. "Calibration and Validation of an Elasto-Viscoplastic Material Model for a Hot Work Tool Steel Used in Pressure Casting Dies." In The Mechanical Behavior of Materials X. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-440-5.685.

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Tomita, Y., and A. Shindo. "Strain Localization Behavior of Thermo Elasto-Viscoplastic Blocks Under Plane Strain Tension." In Advances in Plasticity 1989. Elsevier, 1989. http://dx.doi.org/10.1016/b978-0-08-040182-9.50117-x.

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Matsui, T., K. Tokida, and K. Oda. "Long-term consolidation behavior of Pleistocene clays in Osaka Bay and applicability of elasto-viscoplastic one-dimensional consolidation model." In Frontiers in Offshore Geotechnics. Taylor & Francis, 2005. http://dx.doi.org/10.1201/noe0415390637.ch131.

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Zambelli, C., C. di Prisco, and S. Imposimato. "A cyclic elasto-viscoplastic constitutive model." In Cyclic Behaviour of Soils and Liquefaction Phenomena. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9781439833452.ch12.

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TOMITA, YOSHIHIRO, and TETSUYA NAKAO. "FLOW LOCALIZATION OF ELASTO-VISCOPLASTIC TENSION BLOCKS." In Mechanical Behaviour of Materials VI. Elsevier, 1992. http://dx.doi.org/10.1016/b978-0-08-037890-9.50039-9.

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Conference papers on the topic "Elasto-viscoplastic behavior"

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João Marciano Laredo dos Reis, Heraldo Silva da Costa Matto, and EDUARDO PEREIRA MOTTA. "ELASTO-VISCOPLASTIC BEHAVIOR OF A POLYVINYLIDENE FLUORIDE (PVDF) IN TENSION." In 23rd ABCM International Congress of Mechanical Engineering. ABCM Brazilian Society of Mechanical Sciences and Engineering, 2015. http://dx.doi.org/10.20906/cps/cob-2015-1761.

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Zhang, Feng, Atsushi Yashima, Guan Lin Ye, Hla Aung, Kiyokazu Naitou, and Teruo Nakai. "Elasto-Viscoplastic Behavior of Soft Sedimentary Rock, Tests and Its Modeling." In Second Japan-U.S. Workshop on Testing, Modeling, and Simulation in Geomechanics. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40870(216)12.

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Atmani, O., B. Abbès, F. Abbès, Y. M. Li, and S. Batkam. "Identification of a thermo-elasto-viscoplastic behavior law for the simulation of thermoforming of high impact polystyrene." In PROCEEDINGS OF THE 21ST INTERNATIONAL ESAFORM CONFERENCE ON MATERIAL FORMING: ESAFORM 2018. Author(s), 2018. http://dx.doi.org/10.1063/1.5034971.

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Lee, Chi-Seung, Myung-Sung Kim, Kwang-Ho Choi, Myung-Hyun Kim, and Jae-Myung Lee. "Numerical Prediction Method for Elasto-Viscoplastic Behavior of Glass Fiber Reinforced Polyurethane Foam Under Various Compressive Loads and Cryogenic Temperatures." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-42360.

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In the present study, the material characteristics of a glass fiber-reinforced polyurethane foam (RPUF) which is widely adopted to a liquefied natural gas (LNG) insulation system was investigated by a series of compressive tests under room and cryogenic temperatures. In addition, a temperature- and strain rate-dependent constitutive model was proposed to describe the material nonlinear behavior such as increase of yield stress and plateau according to temperature and strain rate variations. The elasto-viscoplastic model was transformed to an implicit form, and was implemented into the ABAQUS u
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Emori, Kanako, Tatsuma Miura, and Akio Yonezu. "Large Deformation Behavior of Porous Polymer Materials With 3D Random Pore Structure: Experimental Investigation and FEM Modeling." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11143.

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Abstract This study investigates the deformation behavior of porous polymer materials with 3D random pore structure. The test sample has sub-micron-sized pores with an open cellular structure, which plays a critical role for water purification. The base polymer is PVDF (polyvinylidene difluoride). First, the surface and cross section of the sample are observed using FESEM to investigate the microstructure (cell size and geometry of the cell ligament, etc). Next, uni-axial tensile loading is carried out for polymeric membrane and it is found that the membranes underwent elasto-plastic deformati
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Ohno, Shintaro, Seiji Morikawa, and Morihiro Mihara. "The Rock Creep Evaluation in the Analysis System for the Long-Term Behavior of TRU Waste Disposal System." In ASME 2009 12th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2009. http://dx.doi.org/10.1115/icem2009-16110.

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MACBECE (Mechanical Analysis system considering Chemical transitions of BEntonite-based and CEment-based materials) is an analysis system to evaluate the long term mechanical behavior in the TRU (TRans Uranium) waste disposal system. TRU wastes are low level radioactive wastes that include long-lived nuclides. MACBECE is the system to calculate mechanical and chemical behavior in the near field including engineered barriers in the TRU waste disposal system, and subsequently to evaluate the hydraulic property in various components. MACBECE can evaluate the mechanical/ hydraulic alterations of t
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Tetambe, Ravi P., and Sunil S. Saigal. "Error Estimation in Nonlinear Finite Element Analysis in Two and Three Dimensions." In ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium collocated with the ASME 1995 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/cie1995-0744.

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Abstract This paper presents a comparative study of a series of flux projection type error estimators for elasto-plastic and viscoplastic materials undergoing large strains and large rotations. The error estimators are: L2 norms of stress error, total strain error, equivalent strain error, incremental total strain error per load step, and energy rate norm error, respectively. Numerical examples are presented in both two and three dimensions. The information provided by these error estimators may be used for adaptive mesh refinement and for subsequent data transfer (rezoning) in a large deforma
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Lasne, Patrice, Philippe Bristiel, and Nicolas Poulain. "Numerical Simulation of Full Carburizing Process of an Automotive Gear." In HT2021. ASM International, 2021. http://dx.doi.org/10.31399/asm.cp.ht2021exabp0071.

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Abstract The objective of the paper is to present material and numerical models needed to simulate with accuracy the full carburizing process of an automotive gear. The rough dimensions of the gear studied are 120mm in diameter and 45mm in height. From a numerical standpoint, as the carburizing affects only a thin layer under the surface, the mesh discretization must be adapted. Consequently, anisotropic mesh is used to describe accurately this zone. The temporal discretization must be also adapted to follow carbon diffusion and thermal evolution. The material models represent metallurgical ph
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Jiang, M., C. Woyeya, and J. Liu. "Investigating the Creep Behaviour of Marine Soft Structured Clay by FEM with an Elasto-viscoplastic Constitutive Model." In 16th edition of the International Conference on Computational Plasticity. CIMNE, 2021. http://dx.doi.org/10.23967/complas.2021.041.

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CALLEWAERT, DIETER, JAN BELIS, DIDIER DELINCÉ, DELPHINE SONCK, and RUDY VAN IMPE. "TORSIONAL STIFFNESS OF LAMINATED GLASS ELEMENTS IN STRUCTURAL APPLICATIONS — INFLUENCE OF A ELASTO-VISCOPLASTIC IONOMER INTERLAYER ON THE PRE-BREAKAGE BEHAVIOUR." In Proceedings of the 10th Asia-Pacific Conference. WORLD SCIENTIFIC, 2011. http://dx.doi.org/10.1142/9789814324052_0015.

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