Stability results of a suspension-bridge with nonlinear damping modulated by a time dependent coefficient

被引:5
作者
Al-Gharabli, Mohammad M. [1 ]
Messaoudi, Salim A. [2 ]
机构
[1] King Fahd Univ Petr & Minerals, Interdisciplinary Res Ctr Construct & Bldg Mat, Dhahran 31261, Saudi Arabia
[2] Univ Sharjah, Dept Math, POB 27272, Sharjah, U Arab Emirates
关键词
Suspension-bridge; Plate equation; General decay; Nonlinear frictional damping; RECTANGULAR PLATE; DECAY-RATES;
D O I
10.37193/CJM.2023.03.07
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The main goal of this work is to investigate the following weakly damped nonlinear suspension -bridge equation utt(x, y, t) + increment 2u(x, y, t) + & alpha;(t)g(ut) = 0, and establish explicit and general decay results for the energy of solutions of the problem. Our decay results depend on the functions & alpha; and g and obtained without any restriction growth assumption on g at the origin. The multiplier method, the properties of the convex and the dual of the convex functions, Jensen's inequality and the generalized Young inequality are used to establish the stability results.
引用
收藏
页码:659 / 665
页数:7
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