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Mechanical behaviour of laminated composite beam by the new multi-layered laminated composite structures model with transverse shear stress continuity

机译:横向剪切应力连续性的新型多层层合结构模型对层合梁的力学性能

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摘要

This work presents a new multi-layer laminated composite structure model to predict the mechanical behaviour of multi-layered laminated composite structures. As a case study, the mechanical behaviour of laminated composite beam (90degrees/0degrees/0degrees/90degrees) is examined from both a static and dynamic point of view. The results are compared with the model "Sinus" and finite element method studied by Abou Harb. Results show that. this new model is more precise than older ones as compared to the results by the finite element method (Abaqus). To introduce continuity on the interfaces of each layer, the kinematics defined by Ossadzow was used. The equilibrium equations and natural boundary conditions are derived by the principle of virtual power. To validate the new proposed model, different cases in bending, buckling and free vibration have been considered. (C) 2002 Elsevier Science Ltd. All rights reserved. [References: 26]
机译:这项工作提出了一个新的多层层压复合结构模型,以预测多层层压复合结构的力学行为。作为案例研究,从静态和动态的角度检查了层压复合梁(90度/ 0度/ 0度/ 90度)的力学性能。将结果与Abou Harb研究的模型“ Sinus”和有限元方法进行了比较。结果表明。与有限元方法(Abaqus)的结果相比,该新模型比旧模型更精确。为了在每个层的界面上引入连续性,使用了Ossadzow定义的运动学。平衡方程和自然边界条件是根据虚功率原理导出的。为了验证新提出的模型,已经考虑了弯曲,屈曲和自由振动的不同情况。 (C)2002 Elsevier ScienceLtd。保留所有权利。 [参考:26]

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