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基于Mori-Tanaka方法和Eshelby等效夹杂理论,建立弹性阶段基体和纤维平均应力之间的桥联矩阵,导出了该矩阵各元素的显式.鉴于工程实际材料对柔度矩阵对称性的要求并考虑组分材料物理性能和细观几何特征等因素的影响,对所导出的桥联矩阵进行合理简化.引入与基体等效塑性应变相关联的修正参数,以此确定纤维和基体中应力分配.数值结果表明,本文中建立的复合材料非线性理论模型与实验结果吻合较好.

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