摘要
本文应用一元函数及多元函数的积分中值定理,严格地证明了固体力学中梁的弯矩、剪力与荷载集度之间的微分关系;
The ralations of beam bending moment, shearing force and distributed load, and the calculating formula of shearing stresses in rectangular section beams, and equi-librium differential equation of plane problems in elasticity are strictly proved, by means of intergral mid-value theorem in this paper.
出处
《吉林建筑工程学院学报》
CAS
1997年第4期37-42,共6页
Journal of Jilin Architectural and Civil Engineering
关键词
积分中值定理
剪应力
平衡微分方程
固体力学
intergral mid-value theorem, shearing stresses, equilibrium differential equation