Добірка наукової літератури з теми "Elasto-viscoplastic behavior"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся зі списками актуальних статей, книг, дисертацій, тез та інших наукових джерел на тему "Elasto-viscoplastic behavior".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Статті в журналах з теми "Elasto-viscoplastic behavior"
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.
Повний текст джерелаChenot, 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 (May 1, 1990): 150–54. http://dx.doi.org/10.1115/1.2899558.
Повний текст джерелаSaleem, Muhammad. "Microplane modeling of the elasto-viscoplastic constitution." Journal of Research in Science, Engineering and Technology 8, no. 3 (September 29, 2020): 19–25. http://dx.doi.org/10.24200/jrset.vol8iss3pp19-25.
Повний текст джерелаWang, 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.
Повний текст джерелаBettaieb, Mohamed Ben, Thibaut Van Hoof, Thomas Pardoen, Philippe Dufour, Astrid Lenain, Pascal J. Jacques, and Anne Marie Habraken. "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.
Повний текст джерелаZeng, Tao, Jian-Fu Shao, and Wei-Ya Xu. "Micromechanical modeling of the elasto-viscoplastic behavior of granite." Comptes Rendus Mécanique 343, no. 2 (February 2015): 121–32. http://dx.doi.org/10.1016/j.crme.2014.11.005.
Повний текст джерелаAdachi, T., F. Oka, and H. B. Poorooshasb. "A Constitutive Model for Frozen Sand." Journal of Energy Resources Technology 112, no. 3 (September 1, 1990): 208–12. http://dx.doi.org/10.1115/1.2905759.
Повний текст джерелаde 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.
Повний текст джерелаTai, Nguyen Huynh Tan. "CALCULATION OF PAVEMENT PERMANENT DEFORMATION USING PERZYNA’S ELASTO-VISCOPLASTIC MODEL." Vietnam Journal of Science and Technology 54, no. 1 (February 20, 2016): 150. http://dx.doi.org/10.15625/0866-708x/54/1/5565.
Повний текст джерелаKoo, 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 (September 2, 2020): 4548. http://dx.doi.org/10.3390/en13174548.
Повний текст джерелаДисертації з теми "Elasto-viscoplastic behavior"
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.
Повний текст джерелаCataloged from PDF version of thesis.
Includes bibliographical references.
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 the observed strain-rate effects in shearing, or creep and relaxation in compression. This thesis develops a novel elasto-viscoplastic soil model, MIT-SR, to address these limitations. The proposed I-D formulation introduces a physically-based evolution law that attributes the macroscopic viscoplastic strain rate to an internal strain rate associated with the prior strain rate history. By varying the rate-sensitivity parameter the proposed model provides a unified framework that can describe a wide range of observed time-effects in I -D compression behavior, and resolves a long-standing dilemma regarding the coupling of creep and long-term consolidation ('Hypothesis A vs B' controversy). The framework has been further enhanced to allow the predictions of volumetric hysteretic behavior as well as the reduction of creep properties after I -D swelling. The MIT-SR soil model features a 3-D surface system, generalized hysteretic formulation and physical-based viscoplastic flow rules, which are grafted together with the framework of the prior MIT-SI elastoplastic soil model. The MIT-SR model adds 5 parameters to the prior formulation in order to represent rate-dependent soil properties. These parameters can be evaluated from a set of defined test procedures in standard laboratory devices. The proposed model has been calibrated for Resedimented Boston Blue Clay. Comparisons of predictions with experimental data have shown that the proposed model can accurately predict anisotropic stress-strain-strength properties and rate-dependent characteristics for a range of undrained shear tests. MIT-SR is the fourth generation of effective-stress soil models developed at MIT. It greatly expands the predictive capabilities of its predecessors and overcomes the limitations of existing rate-dependent soil models in the literature. The proposed model has many potential applications in geotechnical analyses, particularly in problems that involve considerable strain rate effects (e.g., pile penetrations in clays) or long-term ground movements (e.g., embankments founded on soft clays).
by Yixing Yuan.
Ph. D.
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.
Повний текст джерелаRovinelli, 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/.
Повний текст джерелаHeudt, Auréliane. "Etude de la fissuration en plasticité généralisée." Electronic Thesis or Diss., Paris, ENMP, 2013. https://pastel.archives-ouvertes.fr/tel-04058921.
Повний текст джерелаThis study aims to model fatigue crack propagation in a study case simulating an aerospace engine component. The considered material is the nickel-based alloy Haynes 230. Operating conditionsinclude a wide range of temperature, strong thermal gradient and high mechanical cycling frequency. The subsequent strong strain gradient yields to crack propagation under gross plasticity conditions. The temperature conditions induce high amount of viscosity. Thus, a visco-plastic kinematic and isotropic hardening model was chosen and identified through isothermal tests conducted in the range of 25°C to 900°C. The strain rate sensitivity was modelled using a Sellars-Tegart flow rules. The chosen model was satisfying in describing anisothermal fatigue tests. Strain controlled crack tests were conducted on Single Edge Notched (SEN) specimen at 900°C. Tests were performed using a wide frequency range (from 10-2 Hz up to 25Hz), with several loading ratios. Two tests configurations were analysed. Firstly, the strain was applied in front of the notch, in order to keep the crack opening displacement (CTOD) constant. This testconfiguration leads to crack initiation under large scale yielding condition and a decrease of the effective load leads to small scale yielding when cracks are long. For the second configuration, the strain was applied at the opposite of the notch leading to large scale yielding from initiation to final failure. The relevance of crack growth models is tested on this experimental database. The chosen model is based on the partition of the energy into plastic distortion energy and elastic opening energy, in order to describe separately elasticity and plasticity contributions. This fatigue crack growth model was succesfully identified at a macroscopic scale - the length scale of the specimen. Finally, the same model was identified for post-processing computation and validated on experimental fatigue crack growth data. This last step was perfomed for explicit crack growth modelling and biaxial crack growth results
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.
Повний текст джерелаThe present work deals with the linear and non-linear thermo-hydro-mechanical behaviour of porous rocks such as the argillite by the multiscale modelling approach. Based on microstructure observations, a conceptual model was proposed. In this model, the representative elementary volume of a heterogeneous medium is composed of an argillaceous matrix containing spherical inclusions of minerals quartz and calcite and ellipsoidal inclusions representing the pore space. In a first step, the process of modelling has been exploited by determining the isotropic and transversely isotropic effective properties of the argillite: thermal conductivity and thermo-hydro-mechanical properties. Furthermore, many numerical studies have highlighted the influence of the morphology of the pore space, of the mineralogy and of the estimate schemes to the predictive results. In a second step, we modelled the non linear mechanical behaviour (elasto-plastic, elasto-viscoplastic) of argillaceous rocks. The comparison between numerical simulations and available experimental results (triaxial compression test, creep test) confirmed the validation of the model developed
Manivannan, Ganeshalingam Aerospace Civil & 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.
Повний текст джерелаChin, 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.
Повний текст джерела國立臺灣科技大學
營建工程系
100
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. The adopted yield surface function was more consistent with the yield surface of the natural clay in the world and Taipei silty clay, compared with the existing constitutive models.The model’s softening rule is derived by Wheeler et al. and the parameters are to rebuild which were studing by K0-consolidated undrained compression and extension tests. After rebuilding parameters, the model confirmed able to simulate the undrained stress strain response for the tests aforementioned. By parameters study, check the parameters sensitive to undrained strength. The model was also used to simulate the isotropic consolidated and K0-consolidated undrained creep test. Results show that the predicted strain from the proposed model was close to the test data. Especially the model is able to predict the tertiary creep failure when the soil is subject to high stress level. Finally, analysis the TNEC deep excavation case and was verified by the field data. To make sure the model has the time dependent ability.
TAECHAKUMTHORN, CHALERMPOL. "EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL." Thesis, 2011. http://hdl.handle.net/1974/6280.
Повний текст джерелаThesis (Ph.D, Civil Engineering) -- Queen's University, 2011-01-21 22:26:40.133
Частини книг з теми "Elasto-viscoplastic behavior"
Tomita, Yoshihiro, and Kenichi Hayashi. "Deformation Behavior in Elasto-Viscoplastic Polymeric Bars under Tension." In Anisotropy and Localization of Plastic Deformation, 524–27. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3644-0_122.
Повний текст джерелаEcker, 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, 685–88. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-440-5.685.
Повний текст джерелаTomita, Y., and A. Shindo. "Strain Localization Behavior of Thermo Elasto-Viscoplastic Blocks Under Plane Strain Tension." In Advances in Plasticity 1989, 473–76. Elsevier, 1989. http://dx.doi.org/10.1016/b978-0-08-040182-9.50117-x.
Повний текст джерелаMatsui, 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.
Повний текст джерелаZambelli, C., C. di Prisco, and S. Imposimato. "A cyclic elasto-viscoplastic constitutive model." In Cyclic Behaviour of Soils and Liquefaction Phenomena, 99–106. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9781439833452.ch12.
Повний текст джерелаTOMITA, YOSHIHIRO, and TETSUYA NAKAO. "FLOW LOCALIZATION OF ELASTO-VISCOPLASTIC TENSION BLOCKS." In Mechanical Behaviour of Materials VI, 197–202. Elsevier, 1992. http://dx.doi.org/10.1016/b978-0-08-037890-9.50039-9.
Повний текст джерелаТези доповідей конференцій з теми "Elasto-viscoplastic behavior"
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. Rio de Janeiro, Brazil: ABCM Brazilian Society of Mechanical Sciences and Engineering, 2015. http://dx.doi.org/10.20906/cps/cob-2015-1761.
Повний текст джерелаZhang, 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. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40870(216)12.
Повний текст джерелаAtmani, 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.
Повний текст джерелаLee, 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.
Повний текст джерелаEmori, 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.
Повний текст джерелаOhno, 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.
Повний текст джерелаTetambe, 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.
Повний текст джерелаLasne, 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.
Повний текст джерелаJiang, 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.
Повний текст джерелаCALLEWAERT, 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.
Повний текст джерела