在采用可变运动学方法对层状结构进行自由边缘分析时使用三维平衡方程

D. Scano, E. Carrera, M. Petrolo
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引用次数: 0

摘要

本文比较了用胡克定律和应力恢复技术评估的平面外应力,重点是复合板和壳的自由边缘。本文采用卡雷拉统一公式和有限元法推导控制方程。在等效单层、分层和可变运动学方法中采用了拉格朗日多项式。后者用于局部改进结构模型并减少计算开销。考虑了受到单轴拉伸的层压板和壳体。在大多数情况下,平面外应力与现有文献中的参考值进行了比较。结果表明,应力恢复技术能有效计算应力,并提高等效单层模型的精度。此外,要获得自由边缘区附近的精确结果,还需要分层模型。最后,可变运动学理论有助于准确检测结构厚度沿线的局部现象。
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Use of the 3D Equilibrium Equations in the Free-Edge Analyses for Laminated Structures with the Variable Kinematics Approach

This paper compares out-of-plane stresses evaluated with Hooke’s Law and the stress recovery technique, focusing on the free edges of composite plates and shells. The Carrera Unified Formulation and the finite element method are adopted to derive the governing equations. Lagrange polynomials are implemented in the equivalent single-layer, layer-wise, and variable kinematics approaches. The latter is used to refine structural models locally and reduce computational overheads. Laminated plates and shells subjected to uniaxial tension are considered. The out-of-plane stresses are compared with references from the existing literature for most cases. The results demonstrate that the stress recovery technique effectively calculates stresses and improves the accuracy of equivalent single-layer models. Furthermore, layer-wise models are needed for accurate results near the free-edge zone. Finally, variable kinematics theories are helpful in accurately detecting local phenomena along the structure’s thickness.

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