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Relevant bibliographies by topics / Non-linear Deformation

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Academic literature on the topic 'Non-linear Deformation'

Author: Grafiati

Published: 4 June 2021

Last updated: 10 February 2022

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Journal articles on the topic "Non-linear Deformation"

1

Bahr, D. F., D. E. Kramer, and W. W. Gerberich. "Non-linear deformation mechanisms during nanoindentation." Acta Materialia 46, no. 10 (1998): 3605–17. http://dx.doi.org/10.1016/s1359-6454(98)00024-x.

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Mascolo, E., and L. Migliaccio. "Necking deformation in non-linear elasticity." Asymptotic Analysis 9, no. 2 (1994): 149–61. http://dx.doi.org/10.3233/asy-1994-9204.

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Chen, Pan, Yu Ogawa, Yoshiharu Nishiyama, Ahmed E. Ismail, and Karim Mazeau. "Linear, non-linear and plastic bending deformation of cellulose nanocrystals." Physical Chemistry Chemical Physics 18, no. 29 (2016): 19880–87. http://dx.doi.org/10.1039/c6cp00624h.

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Bending deformation of cellulose nanocrystal is investigated by using multi-scale modeling and transmission electron microscopy, which highlights importance of shear contribution in the deformation behavior of cellulose.

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Bich, Dao Huy. "Non-linear analysis of laminated plates." Vietnam Journal of Mechanics 24, no. 4 (2002): 197–208. http://dx.doi.org/10.15625/0866-7136/24/4/6620.

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The governing equations of laminates plates taking into account the transverse shear deformation effects for large deformation are given. The formulation of Ritsz method and finite element method for non-linear analysis of this problem is presented

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Tang, Wing-Shing, and K. C. Hui. "Deformation of objects with non-linear constraints." International Journal of Computer Integrated Manufacturing 26, no. 10 (2013): 928–38. http://dx.doi.org/10.1080/0951192x.2011.637965.

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Shariff, M. H. B. M. "An Analysis of Non-Linear Deformation of Bonded Rubber Mounts." Proceedings of the Institution of Mechanical Engineers, Part C: Mechanical Engineering Science 203, no. 2 (1989): 113–19. http://dx.doi.org/10.1243/pime_proc_1989_203_094_02.

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An approximate analysis is developed for non-linear (finite) plane and axisymmetric strain deformations of rubber blocks bonded to rigid end-plates. The analysis is partly based on the works of Klingbeil and Sheild(1) and Gent and Lindley(2). The solutions obtained are explicit and are comparable with published experimental results and expected behaviours. The solutions to the corresponding infinitesimal deformation are exactly the same as those obtained by Gent and Lindley(2) and Shariff(5) (when v = 0.5).

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SZABÓ, DÉNES, and MIKLÓS ZRÍNYI. "NONHOMOGENEOUS, NON-LINEAR DEFORMATION OF POLYMER GELS SWOLLEN WITH MAGNETO-RHEOLOGICAL SUSPENSIONS." International Journal of Modern Physics B 16, no. 17n18 (2002): 2616–21. http://dx.doi.org/10.1142/s0217979202012748.

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Polymer gels swollen with a magneto-rheological suspension are highly elastic materials with considerable magnetic susceptibility. In this work the magnetic field induced deformation and motion of these magnetic polymer systems is discussed. We present a continuum material model by introducing magnetic equations into non-linear elasticity theory. The material properties of these magnetic rubber-like substances are characterized with a Langevin type magnetization and a neo-Hookean strain energy function. The non-linear character of the equations that describe the material properties and the nonhomogeneity of the deformation lead to a unique deformation mechanism. In order to demonstrate the characteristics of the magnetic field induced deformations we present numerical and finite element calculations and compare them with experimental results.

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Domichev, K. "MODELING THE BEHAVIOR OF THE PHYSICAL AND GEOMETRIC NON-LINEAR FUNCTIONAL HETEROGENEOUS MATERIALS." Innovative Solution in Modern Science 1, no. 45 (2021): 82. http://dx.doi.org/10.26886/2414-634x.1(45)2021.5.

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The work is devoted to the problem of modeling the behavior of functionally inhomogeneous materials with the properties of pseudo-elastic-plasticity under complex loads, in particular at large strains (up to 20%), when geometric nonlinearity in Cauchy relations must be taken into account. In previous works of the authors, functionally heterogeneous materials were studied in a geometrically linear formulation, which is true for small deformations (up to 7%). When predicting work with material at large deformations, it is necessary to take into account geometric nonlinearity in Cauchy relations.Studying the behavior of bodies made of functionally heterogeneous materials under unsteady load requires the development of special approaches, methods and algorithms for calculating the stress-strain state. When constructing physical relations, it is assumed that the deformation at the point is represented as the sum of the elastic component, the jump in deformation during the phase transition, plastic deformation and deformation caused by temperature changes.A physical relationship in a nonlinear setting is proposed for modeling the behavior of bodies made of functionally heterogeneous materials. Formulas are obtained that nonlinearly relate strain rates and Formulas are obtained that nonlinearly relate strain rates and displacement rates.Keywords: mathematical modeling, functional heterogeneous materials, geometric nonlinearity, spline functions, pseudo-elastic plasticity, phase transitions

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Toh, William, Teng Yong Ng, and Zi Shun Liu. "Non-Linear Large Deformation Kinetics of Polymeric Gel." Key Engineering Materials 535-536 (January 2013): 338–41. http://dx.doi.org/10.4028/www.scientific.net/kem.535-536.338.

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The transient swelling process of polymeric gels is studied and a finite element model is introduced to simulate the phenomena based on existing hyperelastic theory for inhomogeneous swelling of gels and analogies made to transient heat conduction analysis. Examples of free swelling of a cube and a fixed cylinder were investigated, showing the highly non-linear deformation present during transition from the initial state to equilibrium.

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Golovina, Natalya Ya. "Modeling the Stress-Strain Curve of Elastic-Plastic Materials." Solid State Phenomena 316 (April 2021): 936–41. http://dx.doi.org/10.4028/www.scientific.net/ssp.316.936.

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The work is devoted to the formulation of mathematical models of plastic materials without hardening. A functional is proposed, the requirement of stationarity of which made it possible to formulate the differential equation of stress as a function of deformation. On the linear deformation section, a second-order functional is proposed; on the non-linear deformation section, a fourth-order functional is proposed. A range of boundary value problems is formulated, that ensure the continuity of the function at the boundary of the linear and non-linear sections of the deformation curve. The theoretical strain curve was compared with the samples of experimental points for materials: St3sp steel, steel 35, steel 20HGR, steel 08Kh18N10, titanium alloy VT6, aluminum alloy D16, steel 30KhGSN2A, steel 40Kh2N2MA, and showed a good agreement with the experiment. Thus, a variational model is constructed, that allows one to construct curve deformations of various physically non-linear materials, which will allow one to construct further mathematical models of the resource of such materials.

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Dissertations / Theses on the topic "Non-linear Deformation"

1

Laing, Kara Louise. "Non-linear deformation of a helical spring." Thesis, University of East Anglia, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.323220.

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Sturm, Chris, Marcel Wille, Jörg Lenzner, Sherzod Khujanov, and Marius Grundmann. "Non-linear optical deformation potentials in uniaxially strained ZnO microwires." American Institute of Physics, 2017. https://ul.qucosa.de/id/qucosa%3A23556.

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The emission properties of bent ZnO microwires with diameters ranging from 1.5 μm to 7.3 μm are systematically investigated by cathodoluminescence spectroscopy at T ≈ 10 K. We induced uniaxial strains along the c-axis of up to ±2.9 %. At these high strain values, we observe a nonlinear shift of the emission energy with respect to the induced strain, and the magnitude of the energy shift depends on the sign of the strain. The linear and non-linear deformation potentials were determined to be D1=−2.50±0.05 eV and D2=−15.0±0.5 eV, respectively. The nonlinearity of the energy shift is also reflected in the observed spectral broadening of the emission peak as a function of the locally induced strain, which decreases with increasing strain on the compressive side and increases on the tensile side.

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Vernazza, Niccolo. "Non-linear integral equations for the finite size effects in the integrable deformation of the quantum o(3) non-linear sigma model." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2013. http://amslaurea.unibo.it/5674/.

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Teklemariam, Daniel Mekonnen, and Bennie Hamunzala. "Design of Thick Concrete Beams : Using Non-Linear FEM." Thesis, KTH, Bro- och stålbyggnad, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189141.

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The experimental studies performed on the behaviour of very thick concrete beams subjected to static loads have revealed that the shear mechanisms play an important role in the overall response and failure behaviour. The aim of this thesis is to recommend suitable design methods for thick concrete beams subjected to off-centre static concentrated load according Eurocode 2 by using non-linear finite element analysis (NLFEA). To achieve this task, Abaqus/Explicit has been used by employing constitutive material models to capture the material non-linearity and stiffness degradation of concrete. Concrete damaged plasticity model and perfect plasticity model has been used for concrete and steel respectively. Three dilation angles (30º, 38º and 45º) and fracture energy from FIB 1990 (76 N/m) and FIB 2010 (142 N/m) has been used to investigate their influence on the finite element model. The dilation angle of 38º and FIB 2010 fracture energy was adopted as the suitable choice that reasonably matched with the experimental results. In verifying and calibrating the finite element model, the experimental results of the thick reinforced concrete beam conducted by the American Concrete Institute have been used. Three design approaches in the ultimate and serviceability limit state according to Eurocode 2 recommendations have been used namely; the beam method, strut and tie method and shell element method. Using the reinforcement detailing of the hand calculations of beam method and strut and tie method and linear finite element analysis of shell element method, non-linear finite element models have been pre-processed and analysed in Abaqus/Explicit. During the post-processing, the results have been interpreted and compared between the three design methods. The results under consideration are hand-calculated load at 0.3 mm crack width, FE-load at 0.3 mm crack width, amount of reinforcement and FE-failure load. The comparison of the results between the three design approaches (beam method, strut and tie method and shell element method) indicates that strut and tie method is better design approach, because it is relatively economic with regards to the quantity of reinforcement bars, has the higher load capacity and has a higher load at crack width of 0.3 mm crack width.<br>De experimentella studier som utförts på tjocka betongbalkar som utsätts för statisk last har visat att skjuvning spelar en viktig roll i brottmekanismen. Syftet med detta examensarbete är att rekommendera lämpliga dimensioneringsmetoder för tjock betongbalkar utsatt for statisk koncentrerad last enligt Eurokod 2 med hjälp av ickelinjära finita element metod. Abaqus/Explicit användes genom att utnyttja konstitutiva materialmodeller för att fånga materialens icke-linjäritet och minskad styvhet. Tre dilatationsvinklar (30°, 38° och 45°) och två brottenergi från FIB 1990 (76 N/m) och FIB 2010 (142 N/m) tillämpas för att kontrollera deras inverkan på FE-modellerna. Dilatationsvinkel med 38° och FIB 2010 med högre brottenergi valdes i de icke-linjära finita elementanalyserna. Kontroll av FE-modellerna är baserad på ”American Concret Institutes” experimentella resultat på de tjocka betongbalkarna. Handberäkningar av tjocka betongbalkar har utförts i brott- och bruksgränstillstånd med tre dimensioneringsmetoder i Eurokod 2 nämligen balk metoden, fackverksmetoden och linjära-FE skalelementmetoden. Jämförelse har gjorts för de olika dimensioneringsmetoderna, genom att använda de armeringsdetaljer av handberäkningar i de verifierade och kalibrerade icke linjära FE-modellerna i Abaqus/Explicit. Resultaten i fråga är last för 0.3 mm handberäknad sprikvidd, FE-last för 0.3 mm sprikvidd, armeringsmängd och FE-brottlast. Jämförelse av resultaten mellan de tre dimensioneringsmetoder (balkmetod, fackverksmetod och skalelementmetod) visar att fackverksmetod är bättre design metod, eftersom det är relativt ekonomiskt med avseende på armeringsmängd, har högre lastkapacitet och last på 0.3 mm sprickvidd.

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McMahon, Brendan. "Deformation mechanisms beneath shallow foundations." Thesis, University of Cambridge, 2013. https://www.repository.cam.ac.uk/handle/1810/244367.

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Shallow foundations can provide the most economical solution for supporting small-scale structures. The design approach is quite simple considering the ultimate bearing capacity and working-load settlement. Research has shown that settlement calculations, determined using a linear-elastic approach, usually govern the design but this approach is inappropriate because soil is highly non-linear, even at small strains. The result is that signifi cant discrepancies are observed between predicted and actual settlements. This uncertainty has seen the development of settlement-based approaches such as Mobilisable Strength Design (MSD). MSD uses an assumed undrained mechanism and accounts for soil non-linearity by scaling a triaxial stress-strain curve to make direct predictions of footing load-settlement behaviour. Centrifuge experiments were conducted to investigate the mechanisms governing the settlement of shallow circular foundations on clay and saturated sand models. Clay model tests were performed on soft or rm kaolin beds, depending on its pre-consolidation. Sand model tests were performed on relatively loose Hostun sand saturated with methyl-cellulose to slow consolidation. One-dimensional actuators were developed to apply footing loads through dead-weight or pneumatic loading. A Perspex window in the centrifuge package allowed digital images to be captured of a central cross-section, during and after footing loading. These were used to deduce soil displacements by Particle Image Velocimetry which were consistent with footing settlements measured directly. Deformation mechanisms are presented for undrained penetration, consolidation due to transient flow, as measured by pore pressure transducers, and creep. A technique was developed for discriminating consolidation settlements from the varying rates of short and long-term creep of clay models. Using MSD, a method for predicting the undrained penetration of a spread foundation on clay was proposed, using database results alone, which then provided estimates of creep and consolidation settlements that follow. The importance of the undrained penetration necessitated further investigation by using the observed undrained mechanism as the basis of an ellipsoidal cavity expansion model. An upper-bound energy approach was used to determine the load-settlement behaviour of circular shallow foundations on linear-elastic and non-linear clays, with yield defined using the von Mises' yield criterion. Linear-elastic soil results were consistent with those obtained from nite element analyses. The non-linear model, as described by a power-law, showed good agreement with both centrifuge experiment results and some real case histories. The single design curve developed through this model for normalised footing pressure and settlement could be used by practising engineers based on existing soil correlations or site investigations.

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Lopez-Pedrosa, Magdalena. "An Analysis of Microstructure Evolution in Hot Worked Aluminium Subjected to Non-linear Deformation." Thesis, University of Sheffield, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.485889.

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Accurate predictions of the microstructure evolution of thennomechanically processed metals and alloys are generally only achieved when the defonnation process is nominally linear. This is not surprising since most microstructure prediction models are only described in tenns of strain, strain rate and temperature and the testing methods (e.g. axisymmetric compression, plane strain compression and torsion testing) used to calibrate the underlying equations are linear unidirectional tests. However, there are many reported examples of microstructure evolution being strain path sensitive, particularly changes in recrystallisation response and final grain size. On the other hand the microstructure analysis of metals subjected to non-linear strain paths under hot working conditions is quite sparse. . In this thesis, the effects of strain path reversal on the macroscopic orientation of microbands and subsequent static recrystallisation in AA1200 and AA5052 aluminium alloys has been studied. The strain path testing was perfonned using the sophisticated and revolutionary Arbitrary Strain Path II (ASP II) torsion-tension machine, whilst microstructure analysis was undertaken using fully quantitative high resolution Electron Backscatter Diffraction (EBSD). Defonnation was carried out using mainly linear and non-linear strain paths via forward and reverse torsion tests at a constant temperature of 300Ã‚Â°C and strain rate of IsÃ‚Â·1 to a total equivalent strain ranging from 0.25 to 0.75. The orientation of the microbands was defined with respect to two principal directions, namely the macroscopic maximum principal stress and strain directions. The maximum principal stress lies at 45Ã‚Â° to the longitudinal direction, whilst the maximum principal stress when the strain is reversed lies at -45Ã‚Â°. The principal strain direction is rotated during defonnation and was calculated for each test condition. Microbands were observed in the majority of grains subjected to linear strain path tests such as forward torsion to an equivalent strain of 0.25 (i.e. 0.25F), forward torsion in two defonnation steps to a total equivalent strain of 0.5 (Le. 0.25F+0.25F) and in the same way 0.25F+0.25F+0.25F test condition in the AA5052 and 0.25F+0.25F condition in the AA1200 alloy. In all linear defonnation cases two sets of microbands were observed: 1) parallel to the rotation plane and 2) at an angle to the longitudinal direction of the specimen with the angle increasing as a function of strain. For non-linear tests when the net strain is zero, such as 0.25F+0.25R microbands were more randomly orientated. However, for tests where the final reversal strain was greater than the initial forward strain, such a 0.25F+0.5R condition, microband detection was again very simple and strongly clustered in a similar way to the linear tests suggesting that microbands fonned in the forward defonnation have dissolved and all new microbands fonned have developed from the onset of reversal and are orientated with respect to the new defonnation axes. Analysis of the microband angle with respect to the two principal directions indicates that microband angles are symmetrical about the principal strain direction suggesting that macroscopic shape change is the critical factor in detennining microband angle.

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Zhou, Zhengming. "Non-linear elastic modelling of coupled deformation, heat, air and moisture transfer in unsaturated soil." Thesis, Cardiff University, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360637.

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Ober, Thomas J. (Thomas Joseph). "Role of viscoelasticity and non-linear rheology in flows of complex fluids at high deformation rates." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/85532.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Mechanical Engineering, 2013.<br>Some pages printed landscape orientation. Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 365-399).<br>We combine pressure, velocimetry and birefringence measurements to study three phenomena for which the fluid rheology plays a dominant role: 1) shear banding in micellar fluids, 2) extension-dominated flows in microfluidic devices, and 3) flow-induced particle migration in microchannels. Firstly, worm-like micellar solutions are model non-Newtonian fluids having a single relaxation time [beta]. At shear rates larger than ... however, these systems exhibit shear banding and non-linear rheological behavior, whose importance is characterized by the Weissenberg number ... We develop a stability criterion for the onset of a purely viscoelastic instability for shear-banding fluids, to establish the limitations of conventional rheometric techniques for studying these fluids. A second challenge for conventional rheometers is inertially-driven secondary flows. The onset of these flows is governed by the Reynolds number ... where U is the velocity, D is the flow geometry length and v is the fluid kinematic viscosity. We develop microfluidic devices to impose shear and extensional deformation rates up to ...at low Re. These experiments combine pressure measurements, micro-particle image velocimetry ([mu]-PIV) and birefringence measurements. We develop a microfluidic chip that enables applied rheologists to quantitatively differentiate between fluid formulations intended for applications at high deformation rates. Finally, we study the interplay between fluid inertia and elasticity on particle migration. The inertially-dominated case is governed by the channel Reynolds number Re, and particle Reynolds number ... where a is the particle diameter. In a microfluidic device, the particle and channel size are on the same order, and hence migration occurs at ... in the so-called 'inertial focusing' regime which may have applications in clinical medicine. However, most physiological fluids are viscoelastic and therefore particle migration in these fluids occurs at high Reynolds and Weissenberg numbers, which is a mostly unstudied regime. We combine pressure measurements, streak imaging, [my]-PIV and particle trajectory analysis (PTA) to study the migration of polystyrene beads. Inertia drives particles toward the channel walls, whereas elasticity drives particles toward the channel centerline even at Re, ~ 2000.<br>by Thomas Joseph Ober.<br>Ph. D.

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Link, David John. "BOOTSTRAP ENHANCED N-DIMENSIONAL DEFORMATION OF SPACE WITH ACOUSTIC RESONANCE SPECTROSCOPY." UKnowledge, 2009. http://uknowledge.uky.edu/gradschool_diss/728.

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Acoustic methods can often be used with limited or no sample preparations making them ideal for rapid process analytical technologies (PATs). This dissertation focuses on the possible use of acoustic resonance spectroscopy as a PAT in the pharmaceutical industry. Current good manufacturing processes (cGMP) need new technologies that have the ability to perform quality assurance testing on all products. ARS is a rapid and non destructive method that has been used to perform qualitative studies but has a major drawback when it comes to quantitative studies. Acoustic methods create highly non linear correlations which usually results in high level computations and chemometrics. Quantification studies including powder contamination levels, hydration amounts and active pharmaceutical ingredient (API) concentrations have been used to test the hypothesis that bootstrap enhanced n-dimensional deformation of space (BENDS) could be used to overcome the highly non linear correlations that occur with acoustic resonance spectroscopy (ARS) eliminating a major drawback with ARS to further promote the device as a possible process analytical technology (PAT) in the pharmaceutical industry. BENDS is an algorithm that has been created to calculate a reduced linear calibration model from highly non linear relationships with ARS spectra. ARS has been shown to correctly identify pharmaceutical tablets and with the incorporation of BENDS, determine the hydration amount of aspirin tablets, D-galactose contamination levels of Dtagatose powders and the D-tagatose concentrations in resveratrol/D-tagatose combinatory tablets.

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Jatulis, Donatas. "Masts with combined guys: analysis and control of stress and deformation." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2008. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2008~D_20080814_090720-22645.

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Тhe dissertation deals with the problem of telecommunication masts efficiency. The subject of research – masts of a new structure with combined guys under static loads. The study deals with constructive forms and analysis methods of up-to-date masts. It analyses into a created structure of the mast, wherein it is suggested to apply combine guys instead of the ordinary ones. Engineering guyed masts with combined guys static analysis method is given this research. The numerical and experimental laboratory assay of a new mast under static loads behaviour is given. It is proposed in the study to apply a worked out composing method of masts with combined guys to control the bending moments of shaft. Compared research results are given to measure efficiency of these masts against masts of an ordinary structure. The dissertation includes a general characteristic of study, five chapters, main results and conclusions, list of references.<br>Disertacijoje sprendžiama telekomunikacinių stiebų efektyvumo problema. Tyrimo objektas – statiškai apkrauti naujos konstrukcijos stiebai su kombinuotomis atotampomis. Darbe išanalizuota šiuolaikinių stiebų konstrukcinės formos ir skaičiavimo metodai. Nagrinėjama sukurta stiebo su kombinuotomis atotampomis konstrukcija, kurioje vietoj įprastųjų siūloma taikyti kombinuotas atotampas. Disertacijoje šiems stiebams skaičiuoti pateikta inžinerinė skaičiavimo metodika. Pateikti naujo stiebo, veikiamo statinių apkrovų, elgsenos analizės skaitinių ir eksperimentinių laboratorinių tyrimų rezultatai. Stiebo su kombinuotomis atotampomis kamieno lenkiamiesiems momentams reguliuoti darbe siūloma taikyti parengtą stiebų komponavimo metodiką. Šių stiebų efektyvumui nustatyti pateikti gretinamieji tyrimai su įprastos sandaros stiebais. Disertaciją sudaro bendroji darbo charakteristika, 5 skyriai, pagrindiniai darbo rezultatai ir išvados, literatūros sąrašas.

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Books on the topic "Non-linear Deformation"

1

Durban, D., and J. R. A. Pearson, eds. IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4736-1.

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IUTAM Symposium on Non-Linear Singularities in Deformation and Flow (1997 Haifa, Israel). IUTAM Symposium on Non-Linear Singularities in Deformation and Flow: Proceedings of the IUTAM Symposium held in Haifa, Israel, 17-21 March 1997. Springer, 1999.

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Ogden, R. W. Non-linear elastic deformations. Dover Publications, 1997.

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IUTAM Symposium on Non-Linear Singularities in Deformation and Flow (1997 Haifa, Israel). IUTAM Symposium on Non-Linear Singularities in Deformation and Flow: Proceedings of the IUTAM Symposium held in Haifa, Israel, 17-21 March 1997. Kluwer Academic, 1999.

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IUTAM Symposium on Non-Linear Singularities in Deformation and Flow (1997 Haifa, Israel). IUTAM Symposium on Non-Linear Singularities in Deformation and Flow: Proceedings of the IUTAM symposium held in Haifa, Israel, 17-21 March 1997. Kluwer Academic, 1999.

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Besson, Jacques. Non-linear mechanics of materials. Springer, 2010.

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(Editor), D. Durban, and J. R. Pearson (Editor), eds. IUTAM Symposium on Non-Linear Singularities in Deformation and Flow. Springer, 1998.

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Altawam, Aref. A general non-linear theory of large elastic deformation of layered plates. 1990.

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Mechanical characterization and modeling of non-linear deformation and fracture of a fiber reinforced metal matrix composite. National Aeronautics and Space Administration, Lewis Research Center, 1991.

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Book chapters on the topic "Non-linear Deformation"

1

Krajcinovic, Dusan, and Aleksandar Stojimirovic. "Deformation processes in semi-brittle polycrystalline ceramics." In Non-Linear Fracture. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-017-2444-9_5.

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Besson, Jacques, Georges Cailletaud, Jean-Louis Chaboche, Samuel Forest, Marc Blétry, and G. M. L. Gladwell. "Inelastic constitutive laws at finite deformation." In Non-Linear Mechanics of Materials. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-3356-7_6.

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Ishihara, Masayuki, Yasuhiro Watanabe, and Naotake Noda. "Non-Linear Dynamic Deformation of a Piezothermoelastic Laminate." In Mechanics and Model-Based Control of Smart Materials and Structures. Springer Vienna, 2010. http://dx.doi.org/10.1007/978-3-211-99484-9_10.

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Pearson, J. R. A. "Length Scales, Asymptotics and Non-Linear Singularities." In IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4736-1_1.

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Makhutov, Nikolay A., and Michael M. Gadenin. "Non-Linear Deformation and Fatigue Fracture in Engineering Design." In Reliability Assessment of Cyclically Loaded Engineering Structures. Springer Netherlands, 1997. http://dx.doi.org/10.1007/978-94-011-5556-4_9.

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Chauhan, A., C. Maldarelli, D. Papageorgiou, and D. Rumschitzki. "The Linear Stability of A Two-Phase Compound Jet." In IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-4736-1_24.

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Billingham, J. "The Unsteady Motion of Three Phase Contact Lines." In IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4736-1_10.

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Davis, S. H. "Singularities on Viscous Interfaces." In IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4736-1_11.

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Shelley, Michael J. "Spirals, Jets, and Pinches." In IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4736-1_12.

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Ayzenberg, M. V., and L. I. Slepyan. "Localization of Strain and the Melting Wave in High-Speed Penetration." In IUTAM Symposium on Non–Linear Singularities in Deformation and Flow. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4736-1_13.

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Conference papers on the topic "Non-linear Deformation"

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Wen, Hongyan, Guoqing Zhou, Lin Jiang, Bin Liu, and Hongbo Yan. "Research on non-linear fusion deformation analysis and forecast method." In 2012 International Conference on Systems and Informatics (ICSAI). IEEE, 2012. http://dx.doi.org/10.1109/icsai.2012.6223591.

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Çetin, Müjdat, and Ahmed Shaharyar Khwaja. "Sparse 4D TomoSAR imaging in the presence of non-linear deformation." In Algorithms for Synthetic Aperture Radar Imagery XXV, edited by Edmund Zelnio and Frederick D. Garber. SPIE, 2018. http://dx.doi.org/10.1117/12.2303530.

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Keysers, D., C. Gollan, and H. Ney. "Local context in non-linear deformation models for handwritten character recognition." In Proceedings of the 17th International Conference on Pattern Recognition, 2004. ICPR 2004. IEEE, 2004. http://dx.doi.org/10.1109/icpr.2004.1333823.

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Gosselin, Fre´de´rick P., and Emmanuel de Langre. "Drag Reduction of Filaments and Poroelastic Bodies by Non-Linear Deformation." In ASME 2010 3rd Joint US-European Fluids Engineering Summer Meeting collocated with 8th International Conference on Nanochannels, Microchannels, and Minichannels. ASMEDC, 2010. http://dx.doi.org/10.1115/fedsm-icnmm2010-30190.

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Abstract:

Because of their flexibility, trees and other plants deform with great amplitude (reconfigure) when subjected to fluid flow. Hence the drag they encounter does not grow with the square of the flow velocity as it would on a classical bluff body, but rather in a less pronounced way. The reconfiguration of actual plants has been studied abundantly in wind tunnels and hydraulic canals, and recently a theoretical understanding of reconfiguration has been brought by combining modelling and experimentation on simple systems such as filaments and flat plates. These simple systems have a significant difference with actual plants in the fact that they are not porous: fluid only flows around them, not through them. We present experimentation and modelling of the reconfiguration of a simple poroelastic system. Proper scaling of the drag and the fluid loading allows comparing the reconfiguration regimes of porous systems to those of simple systems. It is found that in the large reconfiguration regime, the scaling of the drag with flow velocity is independent of the porosity for a range of parameter values.

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Bisdom, K., M. Cid Alfaro, K. Hindriks, and A. Kudarova. "Robust Non-Linear Inversion for Reservoir Deformation from Surface Displacement Data." In 80th EAGE Conference and Exhibition 2018. EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201800719.

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Shamsaei, Behrouz, and James C. Newman. "Comparison of linear and non-linear elasticity large displacement mesh deformation in Computational Fluid Dynamics." In 46th AIAA Fluid Dynamics Conference. American Institute of Aeronautics and Astronautics, 2016. http://dx.doi.org/10.2514/6.2016-3183.

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Lakitosh and P. Ananthakrishanan. "Linear and non-linear deformation of a twin-hull wet-deck plate subject to slamming." In 2010 OCEANS MTS/IEEE SEATTLE. IEEE, 2010. http://dx.doi.org/10.1109/oceans.2010.5664065.

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SZABÓ, DÉNES, and MIKLÓS ZRÍNYI. "NONHOMOGENEOUS, NON-LINEAR DEFORMATION OF POLYMER GELS SWOLLEN WITH MAGNETO-RHEOLOGICAL SUSPENSIONS." In Proceedings of the Eighth International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812777546_0105.

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Maeda, Kenichi, and Kinya Miura. "Non-linear deformation behavior of granular media by elliptic microstructure based model." In POWDERS AND GRAINS 2013: Proceedings of the 7th International Conference on Micromechanics of Granular Media. AIP, 2013. http://dx.doi.org/10.1063/1.4812150.

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Heyde, Brecht, Kazuyuki Dei, and Brett Byram. "Non-linear beamforming with ADMIRE to facilitate deformation imaging in cluttered cardiac ultrasound." In 2016 IEEE International Ultrasonics Symposium (IUS). IEEE, 2016. http://dx.doi.org/10.1109/ultsym.2016.7728845.

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Reports on the topic "Non-linear Deformation"

1

Anderson, Silas. Non-Linear Deformation Analysis of an Embankment Dam. Portland State University. Department of Civil & Environmental Engineering, 2018. http://dx.doi.org/10.15760/ccemp.40.

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Moody, Neville Reid, and David F. Bahr. Development of experimental verification techniques for non-linear deformation and fracture. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/918217.

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Roberts, Scott Alan, and Peter Randall Schunk. A non-linear elastic constitutive framework for replicating plastic deformation in solids. Office of Scientific and Technical Information (OSTI), 2014. http://dx.doi.org/10.2172/1148928.

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Moody, Neville Reid, and David F. Bahr. Development of experimental verification techniques for non-linear deformation and fracture on the nanometer scale. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/876231.

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Erofeev, V. I., and D. A. Kolesov. LOCALIZED NON-LINEAR WAVES OF DEFORMATION IN THE CLASS OF METAMATERIALS AS AS A CHAIN OF "MASS-V-MASS". Bulletin of Science and Technical Development, 2018. http://dx.doi.org/10.18411/vntr2018-125-1.

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