English

Critical exponent for semi-linear structurally damped wave equation of derivative type

Analysis of PDEs 2020-12-02 v2

Abstract

Main purpose of this paper is to study the following semi-linear structurally damped wave equation with nonlinearity of derivative type: uttΔu+μ(Δ)σ/2ut=utp,u(0,x)=u0(x),ut(0,x)=u1(x),u_{tt}- \Delta u+ \mu(-\Delta)^{\sigma/2} u_t= |u_t|^p,\quad u(0,x)= u_0(x),\quad u_t(0,x)=u_1(x), with μ>0\mu>0, n1n\geq1, σ(0,2]\sigma \in (0,2] and p>1p>1. In particular, we are going to prove the non-existence of global weak solutions by using a new test function and suitable sign assumptions on the initial data in both the subcritical case and the critical case.

Keywords

Cite

@article{arxiv.2004.08486,
  title  = {Critical exponent for semi-linear structurally damped wave equation of derivative type},
  author = {Tuan Anh Dao and Ahmad Z. Fino},
  journal= {arXiv preprint arXiv:2004.08486},
  year   = {2020}
}

Comments

9 pages

R2 v1 2026-06-23T14:55:54.283Z