摘要
建立了具有边梁加固的板弯曲的数学模型，并给出平衡微分方程和边界约束条件的完整形式，同时分析了解的存在性、唯一性。
A mathematical models of the bending problem with boundary beams reinforcement is established,and the complcte form of the equilibrium differential equation and the boundary constraint conditions are given,meanwhile the existence and uniqueness of the soluhon of the mathematical model arc analysed.
出处
《西北建筑工程学院学报（自然科学版）》
1995年第1期23-31,共9页
Journal of Northwestern Institute of Architectural Engineering
关键词
薄板
弯曲
边梁
加固
数学模型
thin plates
bending
boundary beams
reinforcement
mathematical models
