Auswahl der wissenschaftlichen Literatur zum Thema „Elasto-Visco-Plastic behavior“
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Zeitschriftenartikel zum Thema "Elasto-Visco-Plastic behavior"
Ewoldt, Randy H., und Gareth H. McKinley. „Mapping thixo-elasto-visco-plastic behavior“. Rheologica Acta 56, Nr. 3 (März 2017): 195–210. http://dx.doi.org/10.1007/s00397-017-1001-8.
Der volle Inhalt der QuelleWan, Lin Hui, Ping Cao, Yong Heng Huang, Yi Xian Wang und 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.
Der volle Inhalt der QuelleJeong, Youngung, und 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, Nr. 8 (01.10.2019): 085013. http://dx.doi.org/10.1088/1361-651x/ab4b66.
Der volle Inhalt der QuelleJu, J. W., und Tsung-Muh Chen. „Micromechanics and Effective Elastoplastic Behavior of Two-Phase Metal Matrix Composites“. Journal of Engineering Materials and Technology 116, Nr. 3 (01.07.1994): 310–18. http://dx.doi.org/10.1115/1.2904293.
Der volle Inhalt der QuelleMilašinović, Dragan D. „Rheological–dynamical analogy: visco-elasto-plastic behavior of metallic bars“. International Journal of Solids and Structures 41, Nr. 16-17 (August 2004): 4599–634. http://dx.doi.org/10.1016/j.ijsolstr.2004.02.061.
Der volle Inhalt der QuelleLiu, Sheng, Tong Liu, Bang Zhe Liu und Zi Chao Dong. „Numerical Simulation of Creep Deformation for Large Section Tunnel in Soil with Visco-Elastic-Plastic FEM“. Advanced Materials Research 368-373 (Oktober 2011): 2500–2503. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.2500.
Der volle Inhalt der QuelleSlouf, Miroslav, Milos Steinhart, Pavel Nemecek, Veronika Gajdosova und Jiri Hodan. „Correlations between Microscale Indentation Creep and Macroscale Tensile Creep of Polymers“. Materials 16, Nr. 2 (15.01.2023): 834. http://dx.doi.org/10.3390/ma16020834.
Der volle Inhalt der QuelleWang, Xingkai, Leibo Song, Caichu Xia, Guansheng Han und 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, Nr. 22 (09.11.2021): 12376. http://dx.doi.org/10.3390/su132212376.
Der volle Inhalt der QuelleEstrada-Royval, Ignacio-Alberto, und 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.
Der volle Inhalt der QuellePipard, Jean Marc, Tudor Balan, Farid Abed-Meraim und Xavier Lemoine. „Physically-Motivated Elasto-Visco-Plastic Model for the Large Strain-Rate Behavior of Steels“. Key Engineering Materials 554-557 (Juni 2013): 1164–73. http://dx.doi.org/10.4028/www.scientific.net/kem.554-557.1164.
Der volle Inhalt der QuelleDissertationen zum Thema "Elasto-Visco-Plastic behavior"
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.
Der volle Inhalt der QuelleIn Normandy, the Vaches Noires cliffs present a unique badlands morphology, impacted by hydro-gravitational processes (landslides, mudflows, etc.) which are interrelated in space and time. During the initiation phase, the geomaterials are described by elasto-plastic behavior laws within the framework of soil mechanics. However, once these materials lose their solid properties post-initiation and transform into a fluid state, their behavior is characterized by fluid rheology. This is particularly evident in clayey mudflows where the initial elasto-plastic behavior of the reworked geomaterials transitions towards a viscous behavior under specific conditions. This research work, based on a multidisciplinary approach combining geotechnics and geomorphology, aims to understand the hydromechanical behaviors of these landslides and mudflows in their initiation phase. This is achieved through numerical modeling using the FLAC software, which employs a Lagrangian approach with the explicit finite difference method. Subsequently, our work focuses on modeling the solid-fluid transition of geomaterial behavior. Few models are able to take into account for both solid and fluid behaviors, as well as the transition between the two. We proposed an elasto-viscoplastic behavior law, combining an elasto-plastic law (Modified Cam-Clay) and a viscoplastic law (Herschel-Bulkley), and integrating the criterion of the local second- order work to monitor the transition between the two behaviors. This model was implemented in the FLAC software. Through a specific application, it was possible to demonstrate the feasibility of this coupling in accounting for the different states of these geomaterials
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.
Der volle Inhalt der QuelleBattaini, 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.
Der volle Inhalt der QuelleBuchteile zum Thema "Elasto-Visco-Plastic behavior"
Kassem, H. A., und 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, 101–5. CRC Press, 2018. http://dx.doi.org/10.1201/9780429457791-26.
Der volle Inhalt der QuelleSemenov, A. S., und 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, 659–64. Elsevier, 1998. http://dx.doi.org/10.1016/b978-008043326-4/50110-0.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Elasto-Visco-Plastic behavior"
Satou, Yasutaka, Hiroshi Furuya, Kaida Shoko und Tomoyuki Miyashita. „Visco-Elasto-Plastic Behavior of Creased Space Membrane“. In AIAA Scitech 2020 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-1900.
Der volle Inhalt der QuelleJacquet, Nicolas, Nicolas Tardif, Thomas Elguedj und 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.
Der volle Inhalt der QuelleFaisal, Hasan M., Zafrul Hakim Khan und 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.
Der volle Inhalt der QuelleDiard, 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.
Der volle Inhalt der QuelleDongmo, 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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