2002
DOI: 10.1103/physrevb.66.224101
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Dynamic model of hysteretic elastic systems

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Cited by 117 publications
(160 citation statements)
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“…When there is no disorder, Quantum Monte Carlo (QMC) studies 2,3 obtained quantitative values for the critical coupling of the superfluid-Mott insulator (SF-MI) transition at commensurate filling in one dimension, which were in good quantitative agreement with series expansion 4 and density matrix renormalization group calculations 5,6 . The critical point is now known in d = 2 to a very high accuracy 7 . Over the last decade, it became clear that trapped ultra-cold atoms provide an alternate, and more controllable, experimental realization of the bosonic Hubbard model 8 .…”
mentioning
confidence: 99%
“…When there is no disorder, Quantum Monte Carlo (QMC) studies 2,3 obtained quantitative values for the critical coupling of the superfluid-Mott insulator (SF-MI) transition at commensurate filling in one dimension, which were in good quantitative agreement with series expansion 4 and density matrix renormalization group calculations 5,6 . The critical point is now known in d = 2 to a very high accuracy 7 . Over the last decade, it became clear that trapped ultra-cold atoms provide an alternate, and more controllable, experimental realization of the bosonic Hubbard model 8 .…”
mentioning
confidence: 99%
“…19, we model the specimen as a dynamical system composed of a set of N linear springs, each of which may be in one of two different states, characterized by different rest lengths l r = l 0 + ␦ o,c , with ␦ o,c = ±␦ corresponding to C 1 in the notation adopted above. Each spring switches from one state to the other depending on the stress it is required to support ͑positive stress corresponds to compression͒.…”
Section: A Three-level Examplementioning
confidence: 99%
“…The Preisach-Mayergoyz ͑PM͒ space 14,15 seems to be an appropriate general framework for this purpose. Indeed, the PM approach is based on the introduction of simple units, [16][17][18][19][20][21] characterized by some local ͑and weakly nonlocal͒ interactions that satisfy simple equilibrium and constitutive equations. A complex behavior stems from their interactions, rather than from more complicated constitutive equations introduced by hand.…”
Section: Introductionmentioning
confidence: 99%
“…Consequently, monitoring and understanding the evolution of the mechanical state of the material when damage is in progress is a challenging goal and several methods have been proposed up to date. Among them, techniques based on nonlinear ultrasonic methods (Van den Abeele et al, 2000;Solodov et al, 2004;Chen et al, 2008;Herrmann et al, 2006;Deng and Pei, 2007) appear to be very promising. Indeed, the elastic response of a solid to an ultrasonic excitation reveals the possible presence of a damaged area by increasing its nonlinearity, even though it is to be noted that traditional ultrasonic analysis techniques (e.g.…”
Section: Introductionmentioning
confidence: 97%
“…To this purpose, models of the elastic (Delsanto and Scalerandi, 2003;Capogrosso and Guyer, 2002;Vakhnenko et al, 2005) and mechanical (Pecorari, 2004;Aleshin and Van Den Abeele, 2005) behavior of the specimen are necessary and various approaches have been developed in the last few years. Among them, models based on a Preisach-Mayergoyz (PM) space approach (McCall et al, 1994;Guyer et al, 1995Guyer et al, , 1998 have been proven to be successful in describing hysteretic nonlinearity (Delsanto and Scalerandi, 2003;Capogrosso and Guyer, 2002;Nobili and Scalerandi, 2004;Barbieri et al, 2009;Bentahar et al, 2006;Payan et al, 2007), which is a peculiar characteristic of the nonlinear elastic behavior of concrete and of the other materials mentioned above.…”
Section: Introductionmentioning
confidence: 99%