ϕ-压缩不动点理论在Lidstone边界条件下弹性梁方程中的应用
Application of ϕ-Compressed Fixed Point Theory to Elastic Beam Equations with Lidstone Boundary Conditions
DOI: 10.12677/pm.2024.148316, PDF,    科研立项经费支持
作者: 王 瑞:商洛学院数学与计算机应用学院,陕西 商洛
关键词: -压缩不动点弹性梁方程格林函数非平凡解-Compressed Fixed Point Elastic Beam Equation Green’s Function Nontrivial Solution
摘要: 运用几乎 ϕ -压缩不动点理论讨论了带Lidstone边界条件的弹性梁方程 { y ( 4 ) ( x )+( k 1 + k 2 ) y ( x )+ k 1 k 2 y( x )=f( x,y( x ) ),x[ 0,1 ], y( 0 )=y( 1 )= y ( 0 )= y ( 1 )=0 非平凡解的存在唯一性,其中 f:[ 0,1 ]×[ 0,+ )[ 0,+ ) 为连续函数, k 1 k 2 均为常数。
Abstract: The existence and uniqueness of nontrivial solution to the elastic beam equation { y ( 4 ) ( x )+( k 1 + k 2 ) y ( x )+ k 1 k 2 y( x )=f( x,y( x ) ),x[ 0,1 ], y( 0 )=y( 1 )= y ( 0 )= y ( 1 )=0 with Lidstone boundary conditions were obtained using almost ϕ -compressed fixed point theory, where f:[ 0,1 ]×[ 0,+ )[ 0,+ ) is a continuous function, k 1 and k 2 are constants.
文章引用:王瑞. ϕ-压缩不动点理论在Lidstone边界条件下弹性梁方程中的应用[J]. 理论数学, 2024, 14(8): 180-186. https://doi.org/10.12677/pm.2024.148316

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