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Shear coupling effects of the core in curved sandwich beams

机译:弯曲夹层梁中岩心的剪切耦合效应

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摘要

We consider a composite package formed by two curved external Euler-Bernoulli beams, which sandwich an elastic core with negligible bending strength but providing the shear coupling of the external layers. This coupling considerably affects the gross response of the composite structure. There is an extensive literature on straight sandwich beams of this type, but very little attention has been paid to the effects of curvature. Here, an analytical linear elastic model is proposed for beams with arbitrary variable curvature. Equilibrium equations and boundary conditions are obtained through a variational approach. Useful simplifications are possible for the case of moderately curved beams and beams with constant curvature. (C) 2015 Elsevier Ltd. All rights reserved.
机译:我们考虑由两个弯曲的外部Euler-Bernoulli梁形成的复合包装,这些梁将弹性芯夹在中间,弯曲强度可忽略不计,但提供了外层的剪切耦合。这种耦合大大影响了复合结构的总响应。关于这种类型的直夹层梁已有大量文献,但是很少关注弯曲的影响。在此,针对任意变曲率的梁提出了一种解析线性弹性模型。平衡方程和边界条件是通过变分方法获得的。对于适度弯曲的梁和曲率恒定的梁,可能有用的简化方法。 (C)2015 Elsevier Ltd.保留所有权利。

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