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Erratum to : ON THE BENDING OF PLATES ON ELASTIC FOUNDATION WHOSE FOUR SIDES AND CORNERS ARE COMPLETELY FREE FROM ANY STRESS

机译：错误：关于弹性基础上的板材的弯曲，其四个侧面和角落完全没有压力

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1. The Improved Complex Variable Element-Free Galerkin Method for Bending Problem of Thin Plate on Elastic Foundations [J] . International journal of applied mechanics . 2019,第10期

机译：改进的复杂变量元素Galerkin方法，用于弹性基础薄板弯曲问题
2. Free bending vibration analysis of thin bidirectionally exponentially graded orthotropic rectangular plates resting on two-parameter elastic foundations [J] . V.C. Haciyev, A.H. Sofiyev, N. Kuruoglu Composite Structures . 2018,第JANa期

机译：基于两参数弹性基础的双向指数梯度正交异性矩形薄板的自由弯曲振动分析
3. A Simplified First-order Shear Deformation Theory for Bending, Buckling and Free Vibration Analyses of Isotropic Plates on Elastic Foundations [J] . Park Minwo, Choi Dong-Ho KSCE journal of civil engineering . 2018,第4期

机译：弹性地基上各向同性板弯曲，屈曲和自由振动分析的简化一阶剪切变形理论
4. Stress singularities, stress intensities and fracture initiation at sharp reentrant corners in elastic plates in bending [C] . C. -S. Huang, P. Labossiere International Conference on Damage and Fracture Mechanics . 2002

机译：弹性板弯曲骨折角落的应力奇点，应力强度和断裂起始
5. Elastic-plastic buckling of infinitely long plates resting on tensionless foundations. [D] . Yang, Yongchang. 2007

机译：无限长的板在无张力基础上的弹塑性屈曲。
6. Stress-Based FEM in the Problem of Bending of Euler–Bernoulli and Timoshenko Beams Resting on Elastic Foundation [O] . Zdzisław Więckowski, Paulina Świątkiewicz 2021

机译：基于应力的FEM在弹性基础上枕头 - 伯努利弯曲的弯曲问题问题
7. Analytic bending solutions of free rectangular thin plates resting on elastic foundations by a new symplectic superposition method [O] . Rui Li, Yang Zhong, Ming Li 2013

机译：新型辛叠加法在弹性基础上搁置的自由矩形薄板分析弯曲解决方案

Erratum to : ON THE BENDING OF PLATES ON ELASTIC FOUNDATION WHOSE FOUR SIDES AND CORNERS ARE COMPLETELY FREE FROM ANY STRESS

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