首页> 外文期刊>Journal of Sandwich Structures and Materials >A new two-dimensional refined higher order theory for in-plane free vibrations of sandwich and composite thick curved beams with flexible cores
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A new two-dimensional refined higher order theory for in-plane free vibrations of sandwich and composite thick curved beams with flexible cores

机译:一种新的二维精细化高阶理论,用于柔性夹芯夹芯复合厚弯梁的面内自由振动

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摘要

Closed-form formulations of two-dimensional refined higher order beam theories and higher order beam theories for the free vibration analysis of simply supported cross-ply laminated composite and sandwich curved beams are presented. The present refined higher order beam theory analysis incorporates a trapezoidal shape factor that arises due to the fact that the stresses through the thickness of the beam are integrated over a curved surface. Therefore, the present theory refines other higher order beam theories established hitherto for free vibration analysis of strongly thick circular curved beams. The stress-strain relationship is derived from an orthotropic lamina in a three-dimensional state of stress. Numerical results are presented for the natural frequencies of laminated composite and sandwich thin/thick straight beams and shallow/deep and moderately/strongly thick curved beams. The closed-form solutions presented herein are compared with the available exact two-dimensional elasticity and analytical solutions in the available literature and excellent agreement is obtained.
机译:提出了二维简化的高阶梁理论和高阶梁理论的闭式公式,用于简支交叉叠层复合材料和夹心弯曲梁的自由振动分析。本改进的高阶梁理论分析结合了梯形形状因数,这是由于通过梁的整个厚度的应力被整合在曲面上这一事实而产生的。因此,本理论完善了迄今建立的用于高强度圆形弯曲梁的自由振动分析的其他高阶梁理论。应力-应变关系源自处于三维应力状态的正交各向异性薄层。给出了层合复合材料和夹层薄/厚直梁以及浅/深和中/中厚弯曲梁的固有频率的数值结果。将此处介绍的闭合形式的解决方案与可用文献中提供的精确二维弹性和分析解决方案进行比较,并获得了极好的一致性。

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