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Journal articles on the topic 'Elastic; Inelastic'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Gogotsi, George A. "Elastic-inelastic and inelastic-elastic transitions in ZrO2 materials." Journal of the European Ceramic Society 17, no. 10 (1997): 1213–15. http://dx.doi.org/10.1016/s0955-2219(96)00223-3.

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2

Gluck, Paul. "Elastic and Inelastic Collisions." Physics Teacher 48, no. 3 (2010): 158. http://dx.doi.org/10.1119/1.3317446.

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3

Lin, L., and Y. L. Gao. "Inelastic Versus Elastic Displacement-Based Intensity Measures for Seismic Analysis." International Journal of Engineering and Technology 6, no. 6 (2014): 476–80. http://dx.doi.org/10.7763/ijet.2014.v6.744.

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4

Tomlin, Janette L. "Elastic and inelastic electron tunnelling." Progress in Surface Science 31, no. 3-4 (1989): 131–283. http://dx.doi.org/10.1016/0079-6816(89)90004-x.

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5

Smith, R. J., J. J. Kolata, K. Lamkin, et al. "Elastic and inelastic scattering ofLi8fromC12." Physical Review C 43, no. 5 (1991): 2346–52. http://dx.doi.org/10.1103/physrevc.43.2346.

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6

Hashimoto, H., and A. Kumao. "Electron microscope image contrast formed by electrons from elastic–inelastic and inelastic–elastic scattering processes." Physica Status Solidi (a) 107, no. 2 (1988): 611–18. http://dx.doi.org/10.1002/pssa.2211070215.

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7

Wang, Z. L. "Modified multislice theory for calculating the energy-filtered inelastic images in REM and HREM." Acta Crystallographica Section A Foundations of Crystallography 45, no. 2 (1989): 193–99. http://dx.doi.org/10.1107/s0108767388011511.

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Inelastic plasmon diffuse scattering (PDS) is treated as an effective position-dependent potential perturbing the incident electron wavelength in a solid surface, resulting in an extra phase grating term in the slice transmission function. This potential is derived for the geometry of reflection electron microscopy (REM) and high-resolution electron microscopy (HREM). The energy-filtered inelastic images can be calculated following the routine image simulation procedures by using different slice transmission functions for the elastic and inelastic waves, by considering the 'transitions' of the

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8

Abdul-Latif, A., J. P. Dingli, and K. Saanouni. "Elastic-Inelastic Self-Consistent Model for Polycrystals." Journal of Applied Mechanics 69, no. 3 (2002): 309–16. http://dx.doi.org/10.1115/1.1427693.

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Based on a well-established nonincremental interaction law for fully anisotropic and compressible elastic-inelastic behavior of polycrystals, tangent formulation-based and simplified interaction laws, of softened nature, are derived to describe the nonlinear elastic-inelastic behavior of fcc polycrystals under different loading paths. Within the framework of small strain hypothesis, the elastic behavior, which is defined at granular level, is assumed to be isotropic, uniform, and compressible neglecting the grain rotation. The heterogeneous inelastic deformation is microscopically determined u

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9

Bozorgnia, Yousef, Mahmoud M. Hachem, and Kenneth W. Campbell. "Ground Motion Prediction Equation (“Attenuation Relationship”) for Inelastic Response Spectra." Earthquake Spectra 26, no. 1 (2010): 1–23. http://dx.doi.org/10.1193/1.3281182.

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This paper presents the process and fundamental results of a comprehensive ground motion prediction equation (GMPE, or “attenuation” relationship) developed for inelastic response spectra. We used over 3,100 horizontal ground motions recorded in 64 earthquakes with moment magnitudes ranging from 4.3–7.9 and rupture distances ranging from 0.1–199 km. For each record, we computed inelastic spectra for ductility ranging from one (elastic response) to eight. Our GMPE correlates inelastic spectral ordinates to earthquake magnitude, site-to-source distance, fault mechanism, local soil properties, an

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10

Csanak, G., C. J. Fontes, D. P. Kilcrease, and D. V. Fursa. "Creation, destruction, and transfer of atomic multipole moments by electron scattering: relativistic treatment1This article is part of a Special Issue on the 10th International Colloquium on Atomic Spectra and Oscillator Strengths for Astrophysical and Laboratory Plasmas." Canadian Journal of Physics 89, no. 5 (2011): 521–31. http://dx.doi.org/10.1139/p11-029.

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We have obtained expressions for the creation, destruction, and transfer of atomic multipole moments by electron scattering under relativistic conditions. More specifically, we have obtained separate expressions for different-level processes (inelastic scattering) and for same-level processes (elastic and inelastic scattering). The cross sections for different-level processes are expressed in terms of inelastic magnetic sublevel cross sections, except for the coherence transfer cross section, which is expressed in terms of an angular integral of a product of inelastic magnetic sublevel amplitu

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11

Luo, Suichu, and David C. Joy. "A new method for quantitative analysis of EELS." Proceedings, annual meeting, Electron Microscopy Society of America 52 (1994): 950–51. http://dx.doi.org/10.1017/s0424820100172486.

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Techniques to remove plural scattering from electron energy loss spectra (EELS) are important in bot hmicroanalysis and other quantitative applications of electron spectroscopy. The techniques used are either based on convolution, or Fourier transform deconvolution, methods, in which either the elastic scattering angular correction or both elastic and inelastic angular corrections are not included. In this work we propose a new method based on both angular and energy loss three-dimension Poisson statistics which includes elastic and inelastic mixed angular scattering correction in order to obt

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12

Tsai, Ping-Kun, Cheng-Han Li, Chia-Chun Lai, Ko-Jung Huang, and Ching-Wei Cheng. "Approximation Solution for the Zener Impact Theory." Mathematics 9, no. 18 (2021): 2222. http://dx.doi.org/10.3390/math9182222.

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Collisions can be classified as completely elastic or inelastic. Collision mechanics theory has gradually developed from elastic to inelastic collision theories. Based on the Hertz elastic collision contact theory and Zener inelastic collision theory model, we derive and explain the Hertz and Zener collision theory model equations in detail in this study and establish the Zener inelastic collision theory, which is a simple and fast calculation of the approximate solution to the nonlinear differential equations of motion. We propose an approximate formula to obtain the Zener nonlinear different

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13

Lupini, A. R., and S. J. Pennycook. "Localization in elastic and inelastic scattering." Ultramicroscopy 96, no. 3-4 (2003): 313–22. http://dx.doi.org/10.1016/s0304-3991(03)00096-2.

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14

Armbruster, Dieter, Stephan Martin, and Andrea Thatcher. "Elastic and inelastic collisions of swarms." Physica D: Nonlinear Phenomena 344 (April 2017): 45–57. http://dx.doi.org/10.1016/j.physd.2016.11.008.

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15

Blanpied, G. S., J. Hernandez, C. S. Mishra, et al. "Pion elastic and inelastic scattering fromMg24andMg26." Physical Review C 41, no. 4 (1990): 1625–36. http://dx.doi.org/10.1103/physrevc.41.1625.

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16

Yong-Jun, Cheng, and Zhou Ya-Jun. "Elastic and inelastic positron–helium scattering." Chinese Physics B 19, no. 6 (2010): 063405. http://dx.doi.org/10.1088/1674-1056/19/6/063405.

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17

Ganiel, Uri. "Elastic and inelastic collisions: A model." Physics Teacher 30, no. 1 (1992): 18–19. http://dx.doi.org/10.1119/1.2343453.

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18

Gawęcki, A. "On elastic response of inelastic structures." Acta Mechanica 116, no. 1-4 (1996): 111–22. http://dx.doi.org/10.1007/bf01171424.

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19

Sucuoğlu, Haluk, Murat Diclelil, and Alphan Nurtuğ. "An analytical assessment of elastic and inelastic response spectra." Canadian Journal of Civil Engineering 21, no. 3 (1994): 386–95. http://dx.doi.org/10.1139/l94-042.

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A unified assessment of elastic and inelastic response spectra is presented. The effects of various system and excitation parameters on spectral response are investigated. Different spectral forms such as strength spectra, ductility reduction spectra, and damping reduction spectra are employed as graphical tools in the analytical evaluation. The applicability of the expressions for elastic and inelastic response spectra that are employed in seismic design codes is tested by using an ensemble of 21 earthquake accelerograms, all recorded on firm ground along the west coast of North America. New

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20

Mosti, Giovanni. "Compression in leg ulcer treatment: inelastic compression." Phlebology: The Journal of Venous Disease 29, no. 1_suppl (2014): 146–52. http://dx.doi.org/10.1177/0268355514526313.

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Compression therapy is extremely effective in promoting ulcer healing. Which material to use, if elastic or inelastic, is still a matter of debate. This paper will provide an overview on the recent findings in compression therapy mainly for venous or mixed ulcers which are the great majority of leg ulcers. In this paper it will be demonstrated that inelastic compression has been proved to be significantly more effective than elastic compression in reducing venous reflux, increasing venous pumping function and decreasing ambulatory venous hypertension. In addition it is comfortable, well accept

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21

Troshin, S. M., та N. E. Tyurin. "A note on the relations between elastic and inelastic interactions and increasing ratio σel(s)/σtot(s) at the LHC". Modern Physics Letters A 34, № 32 (2019): 1950259. http://dx.doi.org/10.1142/s0217732319502596.

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We comment briefly on relations between the elastic and inelastic cross-sections valid for the shadow and reflective modes of the elastic scattering. Those are based on the unitarity arguments. It is shown that the redistribution of the probabilities of the elastic and inelastic interactions (the form of the inelastic overlap function becomes peripheral) under the reflective scattering mode can lead to increasing ratio of [Formula: see text] at the LHC energies. In the shadow scattering mode, the mechanism of this increase is a different one, since the impact parameter dependence of the inelas

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22

Mahmoud, Thamir K., and Hayder A. Al-Baghdadi. "Seismic Response of Nonseismically Designed Reinforced Concrete Low Rise Buildings." Journal of Engineering 24, no. 4 (2018): 112. http://dx.doi.org/10.31026/j.eng.2018.04.08.

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In this paper, the time-history responses of a square plan two-story reinforced concrete prototype building, considering the elastic and inelastic behavior of the materials, were studied numerically. ABAQUS software was used in three-dimensional (3D) nonlinear dynamic analysis to predict the inelastic response of the buildings. Concrete Damage Plasticity Model (CDPM) has been used to model the inelastic behavior of the reinforced concrete building under seismic excitation. The input data included geometric information, material properties, and the ground motion. The building structure was desi

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23

Lan, Zhong-Zhou, Yi-Tian Gao, Jin-Wei Yang, Chuan-Qi Su, and Qi-Min Wang. "Solitons, Bäcklund transformation and Lax pair for a (2+1)-dimensional B-type Kadomtsev–Petviashvili equation in the fluid/plasma mechanics." Modern Physics Letters B 30, no. 25 (2016): 1650265. http://dx.doi.org/10.1142/s0217984916502651.

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Under investigation in this paper is a (2[Formula: see text]+[Formula: see text]1)-dimensional B-type Kadomtsev–Petviashvili equation for the shallow water wave in a fluid or electrostatic wave potential in a plasma. Bilinear form, Bäcklund transformation and Lax pair are derived based on the binary Bell polynomials. Multi-soliton solutions are constructed via the Hirota’s method. Propagation and interaction of the solitons are illustrated graphically: (i) Through the asymptotic analysis, elastic and inelastic interactions between the two solitons are discussed analytically and graphically, re

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24

Rudchik, A. T., A. A. Rudchik, O. E. Kutsyk, et al. "Elastic and inelastic scattering of 15N ions by 13C nuclei at energy 84 MeV." Nuclear Physics and Atomic Energy 22, no. 1 (2021): 10–18. http://dx.doi.org/10.15407/jnpae2021.01.010.

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New experimental data of the 15N + 13C elastic and inelastic scattering were obtained at the energy Elab(15N) = 84 MeV. The data were analyzed within the coupled-reaction-channels method. The elastic and inelastic scattering of nuclei 15N + 13С as well as the more important nucleon and cluster transfer reactions were included in the channels-coupling scheme. The WS potential parameters for the 15N + 13С nuclei interactions in ground and excited states as well as deformation parameters of these nuclei were deduced. The contributions of one- and two-step transfers in the 15N + 13C elastic and in

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25

Jenkovszky, László, and István Szanyi. "Elastic and inelastic diffraction at the LHC." EPJ Web of Conferences 172 (2018): 06004. http://dx.doi.org/10.1051/epjconf/201817206004.

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26

Bozorgnia, Yousef, Mahmoud M. Hachem, and Kenneth W. Campbell. "Deterministic and Probabilistic Predictions of Yield Strength and Inelastic Displacement Spectra." Earthquake Spectra 26, no. 1 (2010): 25–40. http://dx.doi.org/10.1193/1.3281659.

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This paper presents deterministic and probabilistic predictions of inelastic response spectra based on a comprehensive ground motion prediction equation (GMPE). Our analysis reveals that over a wide structural period range, the magnitude scaling for an inelastic system is higher than that for an elastic system, especially for ductility levels greater than 2 and magnitude greater than 6.5. Both deterministic and probabilistic hazard analyses show that the “equal displacement rule,” to estimate inelastic displacement, is valid for small to moderate magnitudes and/or for low ductility levels. How

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27

Cui, Gao Hang, Xiao Li Zhu, and Xia Xin Tao. "Inelastic Spectrum Method Applied to Evaluate Seismic Safety of Bridge Structures." Advanced Materials Research 243-249 (May 2011): 4056–60. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4056.

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For the past few years, Push-over analytical method was regarded as a new evaluation method for seismic resistance capacity of structure in some advanced countries. More available information can be obtained from Push-over analysis than from elastic static, even elastic dynamic analysis and the method is easy to be operated. The elastic spectrum from the Highway Engineering Seismic Design Code (JTJ 004-89) was improved in order to take the inelastic effect into account. The inelastic demand spectra were derived by means of Vidic's strength reduction factors. By comparing capacity curves of bri

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28

Alıcı, F. Soner, and HalÛk Sucuoğlu. "Elastic and Inelastic Near-Fault Input Energy Spectra." Earthquake Spectra 34, no. 2 (2018): 611–37. http://dx.doi.org/10.1193/090817eqs175m.

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The main purpose of this study is to develop a reliable model for predicting the input energy spectra of near-fault ground motions for linear elastic and inelastic systems, and to evaluate the effect of damping and lateral strength on energy dissipation demands. An attenuation model has been developed through one-stage nonlinear regression analysis. Comparative results revealed that near-fault ground motions have significantly larger energy dissipation demands, which are very sensitive to earthquake magnitude and soil type. The effect of damping on elastic and inelastic near-fault input energy

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29

Norville, C. C. "Inelastic Pipework Dynamics and Aseismic Design." Journal of Pressure Vessel Technology 114, no. 3 (1992): 328–35. http://dx.doi.org/10.1115/1.2929048.

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This paper shows a simple correlation between elastic and inelastic dynamic pipework responses enabling realistic/pessimistic prediction of dynamic pipework responses beyond the elastic range using current elastic aseismic design procedures. In this paper, theoretical studies relating dynamic responses directly to nonlinear material stress/strain characteristics show how such a correlation arises, particularly for materials exhibiting a well-defined yield point inflection, and the evaluation of the correlative parameters (moduli and damping factors). The ABAQUS computer program was used to stu

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30

Makhnenko, Roman Y., and Joseph F. Labuz. "Elastic and inelastic deformation of fluid-saturated rock." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 374, no. 2078 (2016): 20150422. http://dx.doi.org/10.1098/rsta.2015.0422.

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In situ rock is often saturated with fluid, the presence of which affects both elastic parameters and inelastic deformation processes. Techniques were developed for testing fluid-saturated porous rock under the limiting conditions of drained (long-term), undrained (short-term) and unjacketed (solid matrix) response in hydrostatic, axisymmetric and plane-strain compression. Drained and undrained poroelastic parameters, including bulk modulus, Biot and Skempton coefficients, of Berea sandstone were found to be stress dependent up to 35 MPa mean stress, and approximately constant at higher levels

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31

LEE, WEN-HAE, and CHING-CHURN CHERN. "ASEISMIC CAPACITY ASSESSMENT FOR HIGH-RISE STEEL FRAMES CONSIDERING INELASTIC STABILITY EFFECTS WITH SIDESWAY." International Journal of Structural Stability and Dynamics 02, no. 04 (2002): 499–521. http://dx.doi.org/10.1142/s0219455402000683.

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During a severe earthquake, plastic hinges can occur at the ends of beams or columns of a high-rise steel frame. Because of this, the critical load of a steel column of the frame cannot be evaluated directly from the conventional alignment charts. In this study, the inelastic stability characteristic equations for five types of substructures that cover a total of twenty-two stability modes for steel columns are derived, from which the critical load Pcr and effective length factor K of a column of the frame in the inelastic stage are solved. The results show that the inelastic effective length

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32

Zillich, R. "Elastic and inelastic scattering off 4He droplets." Physica B: Condensed Matter 284-288 (July 2000): 154–55. http://dx.doi.org/10.1016/s0921-4526(99)02216-4.

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33

Marrian, C. R. K. "Modeling of electron elastic and inelastic scattering." Journal of Vacuum Science & Technology B: Microelectronics and Nanometer Structures 14, no. 6 (1996): 3864. http://dx.doi.org/10.1116/1.588683.

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34

Marinkovic, B., V. Pejcev, D. Filipovic, and L. Vuskovic. "Elastic and inelastic electron scattering by cadmium." Journal of Physics B: Atomic, Molecular and Optical Physics 24, no. 7 (1991): 1817–37. http://dx.doi.org/10.1088/0953-4075/24/7/029.

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35

Fertis, Demeter G., and Michael E. Keene. "Elastic and Inelastic Analysis of Nonprismatic Members." Journal of Structural Engineering 116, no. 2 (1990): 475–89. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:2(475).

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36

Korsheninnikov, A. A., E. A. Kuzmin, E. Yu Nikolskii, et al. "Elastic and inelastic scattering of exotic nuclei." Nuclear Physics A 616, no. 1-2 (1997): 189–200. http://dx.doi.org/10.1016/s0375-9474(97)00088-2.

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37

Abián-Vicén, Javier, Luis M. Alegre, Jose M. Fernández-Rodríguez, and Xavier Aguado. "Prophylactic Ankle Taping: Elastic Versus Inelastic Taping." Foot & Ankle International 30, no. 3 (2009): 218–25. http://dx.doi.org/10.3113/fai.2009.0218.

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38

Tungate, G., D. Kramer, R. Butsch, et al. "Elastic and inelastic scattering of polarised7Li from120Sn." Journal of Physics G: Nuclear Physics 12, no. 10 (1986): 1001–16. http://dx.doi.org/10.1088/0305-4616/12/10/011.

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39

Redish, Edward F., and Karen Stricker-Bauer. "Microscopic prescriptions for elastic and inelastic scattering." Physical Review C 35, no. 4 (1987): 1183–87. http://dx.doi.org/10.1103/physrevc.35.1183.

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40

Troubetzkoy, S. E. "A comparison of elastic and inelastic billiards." Nonlinearity 3, no. 3 (1990): 947–60. http://dx.doi.org/10.1088/0951-7715/3/3/018.

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41

Panajotovic, R., V. Pejcev, M. Konstantinovic, D. Filipovic, V. Bocvarski, and B. Marinkovic. "Elastic and inelastic electron scattering by mercury." Journal of Physics B: Atomic, Molecular and Optical Physics 26, no. 5 (1993): 1005–24. http://dx.doi.org/10.1088/0953-4075/26/5/020.

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42

Alamanos, N., and P. Roussel-Chomaz. "Recent Results on Elastic and Inelastic Scattering." Annales de Physique 21, no. 6 (1996): 601–68. http://dx.doi.org/10.1051/anphys:199606002.

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43

Roessli, B., P. Fischer, J. Schefer, et al. "Elastic and inelastic neutron study of CuGeO3." Journal of Physics: Condensed Matter 6, no. 41 (1994): 8469–77. http://dx.doi.org/10.1088/0953-8984/6/41/009.

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44

Lanzi, Armando, and J. Enrique Luco. "Elastic Velocity Damping Model for Inelastic Structures." Journal of Structural Engineering 144, no. 6 (2018): 04018065. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002050.

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45

Sugiyama, Y., D. R. Napoli, A. M. Stefanini, et al. "Elastic and inelastic scattering of 58Ni +90,94Zr." European Physical Journal A 4, no. 2 (1999): 157–64. http://dx.doi.org/10.1007/s100500050214.

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46

Rogovoi, A. A. "Constitutive Relations for Finite Elastic-Inelastic Strains." Journal of Applied Mechanics and Technical Physics 46, no. 5 (2005): 730–39. http://dx.doi.org/10.1007/s10808-005-0130-5.

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47

Rogovoi, A. A. "Thermodynamics of finite strain elastic-inelastic deformation." Journal of Applied Mechanics and Technical Physics 48, no. 4 (2007): 591–98. http://dx.doi.org/10.1007/s10808-007-0074-z.

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48

Rogovoi, A. A. "Kinematics of finite-strain elastic-inelastic deformation." Journal of Applied Mechanics and Technical Physics 49, no. 1 (2008): 136–41. http://dx.doi.org/10.1007/s10808-008-0020-8.

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49

Wissmann, F., J. Peise, M. Schmitz, et al. "Elastic and inelastic photon scattering from 12C." Physics Letters B 335, no. 2 (1994): 119–22. http://dx.doi.org/10.1016/0370-2693(94)91401-x.

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50

Reinhorn, A. M., O. Lavan, and G. P. Cimellaro. "Design of controlled elastic and inelastic structures." Earthquake Engineering and Engineering Vibration 8, no. 4 (2009): 469–79. http://dx.doi.org/10.1007/s11803-009-9126-0.

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