摘要
假设弹性模量为厚度的指数函数,泊松比为常数,用应力函数法求解FGM梁的弹性理论解。得到了FGM简支梁弯曲问题的解析解。考察了不同弹性模量变化规律对FGM深梁位移和应力分量的影响。为校验FGM梁、板近似理论和数值方法的有效性提供了依据。
Young's modulus is assumed to be graded through the thickness according exponential-law, and Poisson's ratio is constant. The stress function method is introduced to get the elasticity solution for FGM beams. Elasticity solution for simply-supported FGM beams subjected to any transverse force is obtained. Effects of the Young's modulus's distributing rules on the displacements and stresses for FGM deep beams are then investigated. The proposed elasticity solution can be used to assess the validity of various approximate theories and numerical methods for FGM beams and plates.
出处
《强度与环境》
2005年第4期17-21,38,共6页
Structure & Environment Engineering
关键词
功能梯度材料
FGM梁、板
相容方程
应力函数
functionally graded material
FGM beams and plates
consistent equation
AiryJs stress function