Responses to 'Accurate bending analysis of rectangular plates with two adjacent edges free and the others clamped or simply supported based on new symplectic approach'

摘要

In the above paper [1], we have found several errors on p. 859. Firstly, Eq. (20) should be 4μ~4 cos~2 (μh)=0. Secondly, Hψn/1=μ_nψn/1=ψn/0 should be Thirdly, Eq.