基于反平面剪切模型,求解得到受出面载荷含分层双金属梁的位移解答,利用片条合成能量解法构造含分层双金属板附加位移模态,得到闭合解.利用有限元软件ANSYS建立含对称、非对称矩形分层双金属板有限元模型,采用接触元模拟非对称分层区,得到有限元解.结果表明,与弯曲型闭合解相比,反平面剪切型闭合解与有限元解更接近.
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