Calculation of the stress-strain state of layers of cross-ply laminate based on an experimental stress-strain curves under uniaxial tension

A. Polovyi, N. Lisachenko
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Abstract

A method for calculating the stress-strain state of layers of cross-ply laminate based on an experimental deformation diagram under uniaxial tension is proposed. The essence of the method consists in solving a system of two equations describing the experimental curves σx = f(εx) and σx = f(εy), which allows determination of two unknown parameters related to the secant elastic characteristics of the material layers. The law of change in the remaining unknown parameters is set by assumptions regarding deformation of the polymer matrix composite and its layers during loading. To carry out the calculation, it is necessary to set the initial values of the elastic properties of the unidirectional material of the layers, which should be well consistent with the initial values of the elastic properties of the structure under study determined from the experiment. According to the developed algorithm, calculated dependences between average stresses, deformations and secant elastic properties of the layers of the structure are obtained (0°/90°/90°/0°) made of fiberglass E-Glass/MY750 using experimental data from the literature. Calculations carried out for three sets of initial values of the elastic properties of the material under study showed qualitatively identical results. The transverse tensile stress in the 90° layer reaches a maximum in the first half of the stress-strain diagram, and then decreases to zero. A similar stress in the 0° layer reaches a maximum at the failure point of the structure under study. It is revealed that the maximum calculated values of transverse stresses acting in layers 0° and 90° noticeably exceed the transverse tensile strength of the material specified in the literature. The longitudinal tensile stress in the 0° layer reaches a maximum at the failure point and corresponds to 95% of the value of the longitudinal tensile strength of the material. The longitudinal compressive stress in the 90° layer is at a low level throughout the deformation process of the structure under study. The results of this study can be recommended for developing models of the behavior of layers with cracks in the matrix when loading a polymer matrix composite.
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根据单轴拉伸下的实验应力-应变曲线计算交叉层压板各层的应力-应变状态
根据单轴拉伸下的实验变形图,提出了一种计算交叉层压板各层应力应变状态的方法。该方法的精髓在于求解描述实验曲线 σx = f(εx) 和 σx = f(εy) 的两个方程组,从而确定与材料层的正割弹性特性有关的两个未知参数。其余未知参数的变化规律由聚合物基复合材料及其各层在加载过程中的变形假设决定。为了进行计算,有必要设定各层单向材料的弹性特性初始值,这些初始值应与通过实验确定的所研究结构的弹性特性初始值完全一致。根据所开发的算法,利用文献中的实验数据,计算得到了由玻璃纤维 E-Glass/MY750 制成的结构层(0°/90°/90°/0°)的平均应力、变形和正割弹性特性之间的关系。对所研究材料的三组弹性属性初始值进行的计算显示了完全相同的结果。90° 层的横向拉伸应力在应力应变图的前半部分达到最大值,然后减小为零。0° 层中的类似应力在所研究结构的失效点达到最大值。结果表明,作用于 0° 和 90° 层的横向应力最大计算值明显超过了文献中规定的材料横向抗拉强度。0° 层的纵向拉应力在破坏点达到最大值,相当于材料纵向拉伸强度值的 95%。在所研究结构的整个变形过程中,90°层的纵向压应力处于较低水平。这项研究的结果可用于开发聚合物基复合材料加载时基体中出现裂纹的层的行为模型。
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