Tesis sobre el tema "Anisotropic elastic materials"
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Guastavino, Rémi. "Elastic and acoustic characterisation of anisotropic porous materials". Doctoral thesis, KTH, MWL Marcus Wallenberg Laboratoriet, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4782.
Texto completoQC 20100729
Guastavino, Rémi. "Elastic and acoustic characterisation of anisotropic porous materials /". Stockholm : Department of Aeronautical and Vehicle Engineering, Royal Institute of Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4782.
Texto completoGregory, P. W. "Finite elastic-plastic deformations of highly anisotropic materials". Thesis, University of Nottingham, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.282601.
Texto completoSon, Seyul. "Nonlinear Electromechanical Deformation of Isotropic and Anisotropic Electro-Elastic Materials". Diss., Virginia Tech, 2011. http://hdl.handle.net/10919/28587.
Texto completoPh. D.
Sun, Miao. "Optimal Recovery of Elastic Properties for Anisotropic Materials through Ultrasonic Measurements". Fogler Library, University of Maine, 2002. http://www.library.umaine.edu/theses/pdf/SunM2002.pdf.
Texto completoTowfighi, Saeed. "Elastic wave propagation in anisotropic pipes in circumferential direction: An analytical study". Diss., The University of Arizona, 2001. http://hdl.handle.net/10150/290234.
Texto completoRourk, Dave. "Geometric and material nonlinear effects in elastic-plastic and failure analyses of anisotropic laminated structures". Diss., Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/76492.
Texto completoPh. D.
Mah, Marko. "Experimental determination of the elastic coefficients of anisotropic materials with the slant-stack method". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0017/MQ47063.pdf.
Texto completoLe, Menestrel Maxime. "Finite element modeling of the elastic properties of isotropic and anisotropic synthetic foams". Thesis, Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/16038.
Texto completoXie, Longtao [Verfasser]. "Three-dimensional Green’s function and its derivatives for anisotropic elastic, piezoelectric and magnetoelectroelastic materials / Longtao Xie". Siegen : Universitätsbibliothek der Universität Siegen, 2016. http://d-nb.info/1112326189/34.
Texto completoMou, Guangjin. "Design of exotic architectured materials in linear elasticity". Electronic Thesis or Diss., Sorbonne université, 2023. https://accesdistant.sorbonne-universite.fr/login?url=https://theses-intra.sorbonne-universite.fr/2023SORUS519.pdf.
Texto completoThe symmetry classes of a linear constitutive law define the different types of anisotropy that can be modelled by the associated constitutive tensors. However, the spaces of linear materials are very rich and a whole range of intermediate possibilities can exist beyond symmetry classes. Materials with non-standard anisotropic properties associated with such intermediate possibilities are called exotic materials. For instance, 2D R0-orthotropic material is a well-known case of exotic material.The primary objective of this research is to develop geometrical tools to characterise the linear material spaces in a very fine way, which allow these intermediate possibilities to be detected. The exotic set obtained is intrinsically characterised by a polynomial relation between elasticity tensor invariants. As a result, we prove that R0-orthotropy is the only type of 2D exotic elastic material. However, when generalised to 3D linear elasticity, this number is up to 163.The second objective of this study is to obtain a mesostructure exhibiting at macroscale the exotic behaviour described previously. A topological derivative-based optimisation algorithm is implemented in Python/FEniCS to realise the design of periodic metamaterials. The 2D R0-orthotropic material and several cases of 3D exotic materials are studied. The objective function of the optimisation problem is formulated in terms of the invariants of the target effective elasticity tensor
Maupin, Valérie. "Etude des caracteristiques des ondes de surface en milieu anisotrope : application a l'analyse d'anomalies de polarisation a la station de port-aux-francais". Université Louis Pasteur (Strasbourg) (1971-2008), 1987. http://www.theses.fr/1987STR13035.
Texto completoRenault, Amélie. "Caractérisation mécanique dynamique de matériaux poro-visco-élastiques". Thèse, Université de Sherbrooke, 2008. http://savoirs.usherbrooke.ca/handle/11143/1915.
Texto completoGeslain, Alan. "Anisotropie naturelle et induite des matériaux poreux : étude expérimentale et modélisation". Phd thesis, Université du Maine, 2011. http://tel.archives-ouvertes.fr/tel-00718301.
Texto completoTong, Xiaolong. "A Constitutive Model for Crushable Polymer Foams Used in Sandwich Panels: Theory and FEA Application". University of Akron / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1596806015399848.
Texto completoApel, Nikolas. "Approaches to the description of anisotropic material behaviour at finite elastic and plastic deformations theory and numerics /". Stuttgart : Inst. für Mechanik (Bauwesen), 2004. http://deposit.ddb.de/cgi-bin/dokserv?idn=971020213.
Texto completoAivaliotis, Alexios. "Propagation et diffusion des ondes au niveau macroscopique des métamatériaux limites via le modèle micromorphique relaxé". Thesis, Lyon, 2019. http://www.theses.fr/2019LYSEI073.
Texto completoMechanical microstructured metamaterials are increasingly gaining attention from the scientific and engineering community. The question of modeling the behavior of metamaterials is of extreme importance. Some choose an approach, which is reminiscent of the classical theory of elasticity: enriched continuum mechanics. We employ the enriched continuum model named relaxed micromorphic model in order to study wave propagation and scattering at interfaces between materials and metamaterials. Dealing with the correct boundary conditions at the macroscopic scale becomes challenging. We show how finite-domain boundary value problems can be set-up in the framework of the relaxed micromorphic model. We set up the full plane wave solution of the scattering from an interface separating a Cauchy medium from a relaxed micromorphic one. Both media are isotropic and semi-infinite. Generalized macroscopic boundary conditions are presented, which allow the effective description of the scattering properties of an interface between a homogeneous solid and a mechanical metamaterial. The associated generalized energy flux is introduced. We show that the contrast of the macroscopic stiffnesses of the two media, together with the type of boundary conditions strongly influence the onset of Stoneley waves at the interface. This allows to tailor the scattering properties of the interface at both low and high frequencies, ranging from zones of complete transmission to zones of zero transmission well beyond the band-gap. We then consider a bulk wave propagation problem and show that the transient waveforms arising from several localised pulses in a micro-structured material can be reproduced. We compare the dynamic response of a bounded micro-structured material to that of bounded continua with special kinematic properties. We show that, while the Cauchy theory is able to describe the overall behavior of the metastructure only at low frequencies, the relaxed micromorphic model goes far beyond by giving a correct description of the pulse propagation in the frequency bandgap and at frequencies intersecting the optical branches. Finally, we present the case of a metamaterial slab of finite width. Its scattering properties are studied via a semi-analytical solution of the relaxed micromorphic model and compared to numerical simulations encoding all details of the selected microstructure. The reflection coefficient obtained via the two methods is presented as a function of the frequency and the direction of propagation of the incident wave. We find excellent agreement for a large range of frequencies. The case of a semi-infinite metamaterial is also presented and is seen to be a reliable measure of the average behavior of the finite metastructure
Hu, Lianxin. "Micromechanics of granular materials : Modeling anisotropy by a hyperelastic-plastic model". Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI133.
Texto completoIn order to model the behavior of geometarials under complex loadings, several researches have done numerous experimental works and established relative constitutive models for decades. An important feature of granular materials is that the relationship between stress and strain especially in elastic domain is not linear, unlike the responses of typical metal or rubber. It has been also found that the stress-strain response of granular materials shows the characteristics of cross-anisotropy, as well as the non-linearities. Besides, the stress-induced anisotropy occurs expectedly during the process of disturbance on soils, for example, the loads or displacements. In this work, a new model which is a combination of Houlsby hyperelastic model and elastoplastic Plasol model was proposed. This new model took into account the non-linear response of stress and strain in both elastic and plastic domain, and the anisotropic elasticity was also well considered. Moreover, the overflow problem of plastic strain in plastic part was calibrated by a proper integration algorithm. Later, new model was verified by using numerical method and compared with laboratory experiments in axisymmetric triaxial conditions. The comparison results showed a good simulation effect of new model which just used one single set of parameters for a specific soil in different confining pressure situations. Then the analysis of new model internal variable, i.e., pressure exponent, illustrated that the value of pressure exponent which corresponds to the degree of anisotropy had an obvious effect on the stress-strain response. Moreover, this kind of effect is also affected by the density and drainage condition of samples. Basing on new model, a safety factor which refers to the second-order work criterion was adopted and tested in axisymmetric model and actual slope model. It showed that the negative value or dramatic decreasing of global normalized second-order work occurs accompanying with a local or global failure with a burst of kinetic energy. This feature of second-order work can also be affected by the variable pressure exponent. At last, new model was also compared with an elastoplastic model which considers both anisotropic elastic and anisotropic dilatancy, i.e., modified SANISAND model. Both advantages and disadvantages were illustrated in the comparison results
Sangghaleh, Ali. "Surface Loading on and Internal Defects in Layered Magneto-Electro-Elastic Materials and Structures". University of Akron / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=akron1415290055.
Texto completoPeydaye, Saheli Ghazal. "Homogenization Relations for Elastic Properties Based on Two-Point Statistical Functions". Diss., Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/14492.
Texto completo山崎, 真理子, Mariko YAMASAKI, 康寿 佐々木 y Yasutoshi SASAKI. "複合応力下における木材(ヒノキ)の弾性特性に及ぼす載荷方式の影響". 日本機械学会, 2000. http://hdl.handle.net/2237/8982.
Texto completoApel, Nikolas [Verfasser]. "Approaches to the description of anisotropic material behaviour at finite elastic and plastic deformations : theory and numerics / Institut für Mechanik (Bauwesen) der Universität Stuttgart. Vorgelegt von Nikolas Apel". Stuttgart : Inst. für Mechanik (Bauwesen), 2004. http://d-nb.info/971020213/34.
Texto completoNoel, Matthieu. "Modélisation déterministe et probabiliste de la rupture par champ de phase et identification expérimentale pour la fissuration des structures en bois dans l’ameublement". Electronic Thesis or Diss., Université Gustave Eiffel, 2024. http://www.theses.fr/2024UEFL2061.
Texto completoIn the furniture industry, ensuring the safety of structures in accordance with European standards presents a significant challenge for furniture manufacturers. Before commercialization, furniture are subjected to standardized validation tests, which only allow for a retrospective understanding of its mechanical behavior. This thesis aims to develop modeling and numerical simulation tools to predict the cracking failure mechanism at the connections between furniture elements. To achieve this objective, the methodological approach combines modeling and numerical simulation with experimental testing. It employs the finite element method coupled with phase-field fracture/damage models to simulate cracking in linear elastic isotropic and anisotropic materials within a deterministic and probabilistic framework. An experimental testing campaign is conducted on perforated spruce wood samples subjected to uniaxial compression to reproduce the cracking mechanisms observed in real structures, particularly in the connections of high loft beds. An identification procedure is developed and implemented to characterize the elastic and damage properties of spruce wood, in particular by exploiting experimental displacement field measurements obtained through digital image correlation. A method for accelerating phase-field damage simulations is proposed to reduce their high computational cost. This approach allows for the prediction, independently of the type of connections, of the displacement or critical force preceding crack initiation. The numerical results indicate that, provided realistic boundary conditions are applied and the material properties are correctly identified, the crack initiation criterion is useful for predicting the location of potentially damaged/cracked areas and providing a consistent order of magnitude of the force or displacement required to initiate cracking. This criterion only requires a single linear elastic simulation, followed by a post-processing with a phase-field damage model, to facilitate its use in an industrial context, in particular the furniture sector. The numerical tools developed, available in open source, could help furniture manufacturers to predict brittle fracture in wood and optimize furniture design, while guaranteeing compliance with safety standards
Sun, Xun. "Ab initio Investigation of Al-doped CrMnFeCoNi High-Entropy Alloys". Licentiate thesis, KTH, Materialvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-251330.
Texto completoZhang, Yuwen. "Excitation des ondes élastiques au sein d'un demi-espace anisotrope à l'aide des transducteurs interdigites : Application au quartz et au niobate de lithium". Besançon, 1988. http://www.theses.fr/1988BESA2034.
Texto completoPiovano, Paulo. "Evolution and Regularity Results for Epitaxially Strained Thin Films and Material Voids". Research Showcase @ CMU, 2012. http://repository.cmu.edu/dissertations/96.
Texto completoBodian, Pape Arago. "Propagation des ultrasons en milieu hétérogène et anisotrope : application à l'évaluation des propriétés d'élasticité et d'atténuation d'aciers moules par centrifugation et de soudures en Inconel". Phd thesis, INSA de Lyon, 2011. http://tel.archives-ouvertes.fr/tel-00679694.
Texto completoLuo, Tuo. "Micromechanical modeling of the ductile fracture process". University of Akron / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron153661073583016.
Texto completoLoret, Benjamin. "Problèmes numériques et théoriques de la géomécanique". Paris 6, 1986. http://www.theses.fr/1986PA066239.
Texto completoГрехов, С. К. y S. K. Grekhov. "Обработка давлением в технологиях производства изделий аддитивными методами 3D печати : магистерская диссертация". Master's thesis, б. и, 2020. http://hdl.handle.net/10995/93991.
Texto completoAn overview of the cases of using products made using additive technology for implantation is given. The international standard for testing porous materials manufactured by additive technology is analyzed. The problems and possible ways of their solution are revealed when using products manufactured by the additive method from titanium-based alloys. the boundary value problem of determining the stress-strain state of a cellular implant by the finite element method in the ABAQUS software module has been solved. The question of the influence of the geometry of the cells of the test material on the mechanical properties of the final product for three different cell shapes is considered. The question of the influence of friction between the tested workpiece and the strikers of the testing machine on the properties of the final product at various levels of friction is considered.
Moussu, Florent. "Développement d'une méthode de détermination des constantes élastiques d'un matériau orthotrope". Vandoeuvre-les-Nancy, INPL, 1995. http://www.theses.fr/1995INPL033N.
Texto completoWei-RenChen y 陳威任. "Stress Analysis of Inclusion with Anisotropic Elastic, Piezoelectric, and/or Magneto-Electro-Elastic Materials". Thesis, 2017. http://ndltd.ncl.edu.tw/handle/ydu743.
Texto completo國立成功大學
航空太空工程學系
105
Based upon the special feature that Stroh formalism for two-dimensional anisotropic elasticity can be extended to the piezoelectric and magneto-electro-elastic materials by expanding the related matrix dimension, an adaptable adjustment technique is proposed to deal with the problems with simultaneous existence of anisotropic, piezoelectric and magneto-electro-elastic materials. With this technique, the analytical solutions, boundary element methods and boundary-based finite element method developed previously for the problems of anisotropic elastic inclusion can now be employed to most of the related inclusion problems with simultaneous existence of these three different kinds of materials. This technique also be applied to AEPH, the structure engineering analysis software of our group. To verify the correctness of the proposed method, three typical examples: (1) one anisotropic/piezoelectric inclusion in piezomagnetic matrix, (2) one anisotropic/piezoelectric inclusion and one crack in piezomagnetic matrix, (3) two anisotropic/piezoelectric inclusions in piezomagnetic/magneto-electro-elastic matrix, are presented and compared with the other existing solutions. This technique also can be applied to analysis of other multi-material problems and some practical applications.
Pollayi, Hemaraju. "Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms". Thesis, 2010. https://etd.iisc.ac.in/handle/2005/2012.
Texto completoPollayi, Hemaraju. "Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms". Thesis, 2010. http://etd.iisc.ernet.in/handle/2005/2012.
Texto completoLin, Chin Shiu y 林敬修. "Analysis of anisotropic elastic material containing cracks and a hole ,a rigid inclusion or an elastic inclusion". Thesis, 1997. http://ndltd.ncl.edu.tw/handle/13662298925716605333.
Texto completoAlfano, Marco, Domenico Bruno y Franco Furgiuele. "Sviluppo di metodi per la detrrminazione delle proprietà elastiche di materiali isotropi ed anisotropi". Thesis, 2014. http://hdl.handle.net/10955/395.
Texto completoHuang, Seng-Jie y 黃聖傑. "A Study on Pseudo-Elastic Analysis for Aseismic Capacity of Multiple-Story Steel Frame Considering the Effect of Material Anisotropy". Thesis, 2012. http://ndltd.ncl.edu.tw/handle/87261243899701329473.
Texto completo國立臺灣大學
土木工程學研究所
100
This paper is to study the effect of anisotropic property of steel for seismic capacity of steel frame. Due to anisotropic property of steel plate, the yielding stress and ultimate strain is much lower in the through-thickness direction than in rolling direction of steel plate. However, there is an impact on the column faces of beam-column connections for the application of anisotropic steel members in the steel frame. Because beam members of beam-column connection by the effect of moment produce tension and pressure on column faces of beam-column connections, column faces of beam-column connections under tension are prone to a result of lamellar tearing in the through-thickness direction of column with anisotropic property. The tensile strength, shear capacity, moment resisting capacity, and ductility of column members and beam members will significantly go down and even induce serious damage of steel frame if column faces produce lamellar tearing. The paper is to make use of reducing yielding stress of steel beams and columns for simulating the steel anisotropic mechanical behavior on the effect of stress for assessing seismic capacity of steel frame. Therefore, there are different reduction ratios of yielding stress to simulate differences of anisotropic property of steel member on the effect of seismic capacity of steel moment-resisting frames. Adopting methods of assessing seismic capacity of this research include Pseudo-elastic approach method and pushover analysis to obtain the structure nonlinear behavior as the analysis and comparison of seismic capacity. There is an assumption that structure behavior is linear firmly for the theory of Pseudo-elastic approach method. Firstly, it is essential to carry out members forces of structure under design earthquake by static analysis or dynamic analysis. Then, gradually enlarge the design earthquake, and thus members forces of structure will be amplified by the same scale. The structure behavior will not become inelastic until the first plastic hinge of the structure appears. According to the energy conservation principle, exceeding the elastic strain energy range of the total energy can be converted into the corresponding plastic energy by using Pseudo-elastic approach method with assumption of linear structure to figure out structure nonlinear behavior in the relationship of base shear and roof lateral displacement. Finally, the yielding lateral force, ultimate lateral force, ductility ratio, and collapsed ground acceleration of the structure can be worked out as the seismic capacity assessment index of the structure. Due to Pseudo-elastic analysis method with the advantages of rapidity, simplicity and convenience on assessing the seismic capacity of structures, this study will make use of the Pseudo-elastic analysis method and pushover analysis of ETABS software to assess the impact of seismic capacity of multi-storey steel moment-resisting frames with differences of anisotropic property of steel member. According to analysis result, do with the comparison and evaluation in order to understand the differences of steel properties between isotropic and anisotropic for impact of seismic capacity of steel frames.
"Micromechanical modeling of dual-phase elasto-plastic materials : influence of the morphological anisotropy, continuity and transformation of the phases". Université catholique de Louvain, 2005. http://edoc.bib.ucl.ac.be:81/ETD-db/collection/available/BelnUcetd-02102005-162402/.
Texto completoBasumatary, Himalay. "Structure, Microstructure and Magnetic Properties of Fe-Ga and R-Fe based Magnetostrictive Thin Films". Thesis, 2016. http://etd.iisc.ac.in/handle/2005/3191.
Texto completoBasumatary, Himalay. "Structure, Microstructure and Magnetic Properties of Fe-Ga and R-Fe based Magnetostrictive Thin Films". Thesis, 2016. http://hdl.handle.net/2005/3191.
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