Critical exponent for semi-linear structurally damped wave equation of derivative type
Abstract
Main purpose of this paper is to study the following semi-linear structurally damped wave equation with nonlinearity of derivative type: utt- u+ μ(-)σ/2 ut= |ut|p, u(0,x)= u0(x), ut(0,x)=u1(x), with μ>0, n≥1, σ ∈ (0,2] and p>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.
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