Semilinear $$\sigma $$-evolution models with friction and visco-elastic type damping

نویسندگان

چکیده

Abstract In this paper we study the global (in time) existence of small data Sobolev solutions to Cauchy problem for semilinear $$\sigma $$ σ -evolution models with friction and visco-elastic damping a power nonlinearity, namely, $$\begin{aligned} \left\{ \begin{array}{ll} u_{tt}+ (-\Delta )^\sigma u + u_t +(- \Delta u_t=\big ||D|^au\big |^p,\\ u(0,x)=0,\quad u_{t}(0,x)=u_1(x),\end{array} \right. \end{aligned}$$ u tt + ( - Δ ) t = | D a p , 0 x 1 where \ge 1$$ ≥ , $$p>1$$ > $$u_1\in L^m(\mathbb {R}^n) \cap H^{s-2\sigma }_q(\mathbb ∈ L m R n ∩ H q s 2 $$s\ge 2\sigma $$q\in (1,\infty )$$ ∞ $$m\in [1,q)$$ [ . nonlinearity suppose $$a\in [0,2\sigma We are interested in connections between regularity assumptions admissible range exponents p nonlinearity.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Mathematical analysis of thermo-visco-elastic models

Motywacją do badań nad równaniami opisującymi odkształcenia termo-lepko-sprężyste jest potrzeba lepszego opisu procesów zachodzących w różnych materiałach oraz zbudowania lepszych modeli ich zachowania pod wpływem działania sił zewnętrznych. Wraz z rozwojem techniki zdobywamy głębszą wiedzę na temat różnych tworzyw. Pozwala nam to na tworzenie coraz bardziej poprawnych modeli opisujących zachow...

متن کامل

Blow-up of Solutions of a Semilinear Heat Equation with a Visco-elastic Term

In this work we consider an initial boundary value problem related to the equation ut −∆u+ ∫ t 0 g(t− s)∆u(x, s)ds = |u|p−2u and prove, under suitable conditions on g and p, a blow-up result for solutions with negative or vanishing initial energy. This result improves an earlier one by the author. Mathematics Subject Classification (2000). 35K05 35K65.

متن کامل

Simulating stiffness degradation and damping in soils via a simple visco-elastic-plastic model

Stiffness degradation and damping represent some of the most well-known aspects of cyclic soil behavior. While standard equivalent linear approaches reproduce these features by (separately) prescribing stiffness reduction and damping curves, in this paper a multiaxial visco-elastic-plastic model is developed for the simultaneous simulation of both cyclic curves over a wide cyclic shear strain r...

متن کامل

Dynamic Analysis of Axially Beam on Visco - Elastic Foundation with Elastic Supports under Moving Load

For dynamic analyses of railway track structures, the algorithm of solution is very important. For estimating the important problems in the railway tracks such as the effects of rail joints, rail supports, rail modeling in the nearness of bridge and other problems, the models of the axially beam model on the elastic foundation can be utilized. For studying the effects of axially beam on the ela...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Nonlinear Differential Equations And Applications Nodea

سال: 2022

ISSN: ['1420-9004', '1021-9722']

DOI: https://doi.org/10.1007/s00030-022-00795-y