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On the exact solution of elastoplastic response of an infinitely long composite cylinder during cyclic radial loading

机译:关于无限长复合圆柱在径向载荷下弹塑性响应的精确解

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The exact solution is determined for the elastoplastic response of an infinitely long composite cylinder subjected to cyclic, radial loading on the transverse plane. A circular cylinder (the fiber phase) is concentrically embedded in an annular cylinder (the matrix phase) with circular cross-section. Both cylinders are infinitely extended along their axis, and always remain perfectly bonded at their interface. Both phases are taken as elastical1y isotropic, with the fiber being taken as softer than the matrix. The latter is also taken as elastically incompressible. While the fiber is assumed to always remain elastic, a isotropically hardening bilinear matrix is considered. Yielding in the matrix is assumed to occur by the vonMises' criterion. Based on these aforementioned conditions, and the restriction that the matrix is in a fully plastic state during a 1oad reversal, an inductive approach is used to determine the exact radial stress-strain relations for any number of loading cycles. The inductive approach is validated by comparing the predictions of the developed solution with finite element computations. Finally, the exact solution is used to study the evolution of the composite Bauschinger effect during a stress-controlled process. It is seen that irrespective of the relative stiffness of the two phases, the strength coefficient of the matrix and the fiber volume fraction. the initial composite response is primarily governed by isotropic hardening whereas the asymptotic composite response is such that both isotropic and kinematic hardening play equally important roles.
机译:确定了无限长复合圆柱体在横向平面上承受循环径向载荷的弹塑性响应的精确解。圆柱(纤维相)同心地嵌入具有圆形横截面的环形圆柱(基质相)中。两个圆柱体均沿其轴线无限延伸,并始终保持完美结合。这两相被认为是各向同性的弹性,而纤维则被认为比基体更柔软。后者也被认为是弹性不可压缩的。虽然假定纤维始终保持弹性,但考虑了各向同性硬化双线性矩阵。根据冯·米塞斯准则,假定发生在矩阵中的屈服。基于这些前述条件,以及在1oad反转期间基体处于完全塑性状态的限制,可以使用归纳方法来确定任意数量的加载循环的精确径向应力-应变关系。通过将开发的解决方案的预测与有限元计算进行比较来验证归纳方法。最后,使用精确解来研究应力控制过程中复合鲍辛格效应的演化。可以看出,与两相的相对刚度无关,基体的强度系数和纤维体积分数。初始复合响应主要由各向同性硬化控制,而渐近复合响应使得各向同性和运动学硬化都起着同等重要的作用。

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