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Two multilayered plate models with transverse shear warping functions issued from three dimensional elasticity equations

机译:由三维弹性方程产生的具有横向剪切翘曲函数的两个多层板模型

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摘要

A multilayered plate theory which uses transverse shear warping functions is presented. Two methods to obtain the transverse shear warping functions from three-dimensional elasticity equations are proposed. The warping functions are issued from the variations of transverse shear stresses computed at specific points of a simply supported plate. The first method considers an exact 3D solution of the problem. The second method uses the solution provided by the model itself: the transverse shear stresses are computed integrating equilibrium equations. Hence, an iterative process is applied, the model is updated with the new warping functions, and so on. Once the sets of warping functions are obtained, the stiffness and mass matrices of the models are computed. These two models are compared to other models and to analytical solutions for the bending of simply supported plates. Four different laminates and a sandwich plate are considered. Their length-to-thickness ratios vary from 2 to 100. An additional analytical solution that simulates the behavior of laminates under the plane stress hypothesis - shared by all the considered models - is computed. Both presented models give results very close to this exact solution, for all laminates and all length-to-thickness ratios.
机译:提出了一种使用横向剪切翘曲函数的多层板理论。提出了两种从三维弹性方程中求出横向剪切翘曲函数的方法。翘曲函数由在简单支撑的板的特定点计算的横向剪应力的变化得出。第一种方法考虑问题的精确3D解决方案。第二种方法使用模型本身提供的解决方案:横向剪应力是通过平衡方程计算得出的。因此,将应用迭代过程,使用新的翘曲函数更新模型,依此类推。一旦获得了变形函数集,就可以计算模型的刚度和质量矩阵。将这两个模型与其他模型进行比较,并与简单支撑板弯曲的解析解决方案进行比较。考虑了四个不同的层压板和一个夹心板。它们的长度与厚度之比在2到100之间变化。计算了一个附加的解析解决方案,该解决方案可以模拟所有应力模型共享的平面应力假设下的层压板行为。对于所有层压板和所有长度-厚度比,两个模型都给出了非常接近此精确解决方案的结果。

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