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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 (January 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 (March 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 (December 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 (January 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, A. Morsad, F. D. Becchetti, J. A. Brown, W. Z. Liu, J. W. Jänecke, D. A. Roberts, and R. E. Warner. "Elastic and inelastic scattering ofLi8fromC12." Physical Review C 43, no. 5 (May 1, 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 (June 16, 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 (February 1, 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 elastic scattered electrons to the inelastic scattered electrons. It is predicted that the inelastic scattering could modify the electron intensity distribution at a surface. It is possible to take high-resolution energy-filtered inelastic images of crystals, the resolution of which is about the same as that taken from the elastic scattered electrons.

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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 (May 1, 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 using the slip theory. In addition, the granular elastic behavior and its heterogeneous distribution from grain to grain within a polycrystal are taken into account. Comparisons between these two approaches show that the simplified one is more suitable to describe the overall responses of polycrystals notably under multiaxial loading paths. Nonlinear stress-strain behavior of polycrystals under complex loading, especially a cyclic one, is of particular interest in proposed modeling. The simplified model describes fairly well the yield surface evolution after a certain inelastic prestraining and the principle cyclic features such as Bauschinger effect, additional hardening, etc.

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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 (February 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, and basin effects. The developed GMPE is used in both deterministic and probabilistic hazard analyses to directly generate inelastic spectra. This is in contrast to developing “attenuation” relationships for elastic response spectra, carrying out a hazard analysis, and subsequently adopting approximate rules to derive inelastic response from elastic spectra.

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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 (May 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 amplitudes. The same-level cross sections are expressed in terms of the imaginary part of the elastic forward scattering amplitude and in terms of elastic scattering magnetic sublevel cross sections, except for the coherence transfer cross section, which is expressed in terms of the (complex) forward elastic scattering amplitudes and an angular integral of a product of elastic scattering magnetic sublevel amplitudes. If the collisional model supports the optical theorem, then the same-level cross sections can be rewritten in such a form that they are broken up into two parts: an elastic scattering part and an inelastic scattering part. In carrying out this work, we have used the density matrix formalism of Fano and Blum in combination with the electron scattering formalism of Gell-Mann and Goldberger.

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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 obtain more accurate quantitative analysis for EELS.The electron scattering distribution determined by angular and energy loss three-dimension Poissonstatistics is given by:where IT is the total incident electron intensity; t is the sample thickness; λi, λe and λT are inelastic , elastic and total scattering mean free paths; Si (θ) and Se(θ) are normalized single inelastic and elastic angular scattering distributions respectively, F(E) is the single scattering normalized energy loss distribution.

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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 (September 10, 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 differential equation of motion in a simple manner. The approximate solution determines the relevant values of the collision force, material displacement, velocity, and contact time.

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13

Lupini, A. R., and S. J. Pennycook. "Localization in elastic and inelastic scattering." Ultramicroscopy 96, no. 3-4 (September 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, W. K. Mize, C. S. Whisnant, B. G. Ritchie, C. L. Morris, et al. "Pion elastic and inelastic scattering fromMg24andMg26." Physical Review C 41, no. 4 (April 1, 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 (June 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 (January 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 (March 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 (June 1, 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 expressions are derived in order to evaluate the coupled effects of damping and ductility ratios on inelastic response spectra. Key words: elastic and inelastic response spectra, damping reduction factor, ductility reduction factor, seismic energy dissipation, strength ratio, mean plus one standard deviation.

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20

Mosti, Giovanni. "Compression in leg ulcer treatment: inelastic compression." Phlebology: The Journal of Venous Disease 29, no. 1_suppl (May 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 accepted by patients and achieved an extremely high healing rate in venous ulcers. With reduced pressure inelastic compression is able to improve venous pumping function in patients with mixed ulcers without affecting but improving the arterial inflow. It will be also clearly shown that studies claiming a better effect of elastic compression compared to inelastic in favouring healing rate have significant methodological flaws making their conclusions at least doubtful. In conclusion inelastic- is significantly more effective than elastic compression in reducing ambulatory venous hypertension which is the main pathophysiological determinant of venous ulcers and demonstrated to be very effective in getting ulcer healing. New multicentric, randomized and controlled studies, without methodological flaws, will be necessary to prove that elastic- is at least as effective as inelastic compression or, maybe, more effective.

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21

Troshin, S. M., and 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, no. 32 (October 10, 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 inelastic interactions probability is central in this mode. A short notice is also given on the slope parameter and the leading contributions to its energy dependence in both modes.

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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 (March 31, 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 designed only for gravity load according to ACI 318 with non-seismically detailing requirements. The prototype building was subjected to El Centro 1940 NS earthquake at different amplitudes (PGA=0.05g, PGA=0.15g, and PGA=0.32g). The elastic and inelastic responses of the 3D numerical model of the same building were evaluated. The differences between the elastic and inelastic displacements and base shear forces were analyzed. It was found from the results that base shear responses are significantly more sensitive to the numerical model of analysis than displacement responses. The evaluation showed that the base shear force and displacement responses of a two-story R.C. building subjected to severe earthquake excitation are very sensitive to the numerical model used whether it is elastic or inelastic.

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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 (September 20, 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, respectively. The elastic interaction, amplitudes, velocities and shapes of the two solitons remain unchanged except for a phase shift. However, in the area of the inelastic interaction, amplitudes of the two solitons have a linear superposition. (ii) Elastic interactions among the three solitons indicate that the properties of the elastic interactions among the three solitons are similar to those between the two solitons. Moreover, oblique and overtaking interactions between the two solitons are displayed. Oblique interactions among the three solitons and interactions among the two parallel solitons and a single one are presented as well. (iii) Inelastic–elastic interactions imply that the interaction between the inelastic region and another one is elastic.

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24

Rudchik, A. T., A. A. Rudchik, O. E. Kutsyk, K. Rusek, K. W. Kemper, E. Piasecki, A. Stolarz, et al. "Elastic and inelastic scattering of 15N ions by 13C nuclei at energy 84 MeV." Nuclear Physics and Atomic Energy 22, no. 1 (March 25, 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 inelastic scattering were estimated. The results of the 15N + 13С elastic scattering at the energy Elab(15N) = 84 MeV, obtained in this work, were compared with that of the 15N + 12С elastic scattering at the energy Elab(15N) = 81 MeV.

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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 (February 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. However, it underestimates inelastic deformation even for long period structures if the earthquake magnitude is large and the structure needs to sustain a large ductility. Our study shows that an inelastic GMPE can easily be implemented as part of standard probabilistic seismic hazard analysis (PSHA) packages to directly generate probabilistic hazard for inelastic response, avoiding possible over- or under-conservatism in approximating inelastic deformation from an elastic system.

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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 bridge structure with the demand elastic spectrum, the earthquake resistance of bridge structure can be estimated. Furthermore, it is applied to evaluate seismic resistance capacity of a real bridge example in this paper. The results show that Pushover method can replace inelastic dynamic history analysis method in some cases.

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28

Alıcı, F. Soner, and HalÛk Sucuoğlu. "Elastic and Inelastic Near-Fault Input Energy Spectra." Earthquake Spectra 34, no. 2 (May 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 spectra is insignificant. Near-fault input energy spectra for inelastic systems is dependent on lateral strength ratio R for short period systems, however, there is almost no dependency on lateral strength for intermediate and long period systems, recalling an equal energy rule. This is a significant advantage for an energy-based design approach.

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29

Norville, C. C. "Inelastic Pipework Dynamics and Aseismic Design." Journal of Pressure Vessel Technology 114, no. 3 (August 1, 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 study and simulate the dynamic inelastic response characteristics of a pressurized tube in the form of simple beam and a pressurized cantilevered elbow (in-plane responses). Using comparative dynamic test results for these components, the foregoing design concepts were verified for representative cyclic material characteristics. So, given appropriate cyclic material characteristics, pessimistic incremental and reverse cyclic fatigue strains may be simply evaluated for loadings beyond the elastic range (for assessment against ASME fatigue criteria) using existing design techniques as shown in the paper.

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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 (October 13, 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 of loading. The unjacketed bulk modulus was measured to be constant for pressure up to 60 MPa, and it appears to be larger than the unjacketed pore bulk modulus. An elasto-plastic constitutive model calibrated with parameters from drained tests provided a first-order approximation of undrained inelastic deformation: dilatant hardening was observed due to pore pressure decrease during inelastic deformation of rock specimens with constant fluid content. This article is part of the themed issue ‘Energy and the subsurface’.

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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 (December 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 factors K computed for the steel columns are larger than those for the elastic case for some modes, meaning that the inelastic critical load is less than the elastic critical load for the same steel column. Thus, the seismic lateral resistant capacity of a steel frame is overestimated if the columns of the frame are designed solely based on the elastic stability analysis.

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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 (November 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 (April 14, 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 (February 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, C. A. Bertulani, O. V. Bochkarev, S. Fukuda, T. Kobayashi, et al. "Elastic and inelastic scattering of exotic nuclei." Nuclear Physics A 616, no. 1-2 (April 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 (March 2009): 218–25. http://dx.doi.org/10.3113/fai.2009.0218.

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38

Tungate, G., D. Kramer, R. Butsch, O. Karban, K. H. Mobius, W. Ott, P. Paul, et al. "Elastic and inelastic scattering of polarised7Li from120Sn." Journal of Physics G: Nuclear Physics 12, no. 10 (October 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 (April 1, 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 (August 1, 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 (March 14, 1993): 1005–24. http://dx.doi.org/10.1088/0953-4075/26/5/020.

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Roessli, B., P. Fischer, J. Schefer, W. Buhrer, A. Furrer, T. Vogt, G. Petravovskii, and K. Sablina. "Elastic and inelastic neutron study of CuGeO3." Journal of Physics: Condensed Matter 6, no. 41 (October 10, 1994): 8469–77. http://dx.doi.org/10.1088/0953-8984/6/41/009.

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

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

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

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

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

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

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

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