Sokołowski Damian, Kamiński Marcin
Faculty of Civil Engineering, Architecture and Environmental Engineering, Łódź University of Technology, Al. Politechniki 6, 90-924 Łódź, Poland.
Materials (Basel). 2021 Nov 5;14(21):6676. doi: 10.3390/ma14216676.
The main aim of this study is determination of the basic probabilistic characteristics of the effective stiffness for inelastic particulate composites with spherical reinforcement and an uncertain Gaussian volume fraction of the interphase defects. This is determined using a homogenization method with a cubic single-particle representative volume element (RVE) of such a composite and the finite element method solution. A reinforcing particle is spherical, located centrally in the RVE, surrounded by the thin interphase of constant thickness, and remains in an elastic reversible regime opposite to the matrix, which is hyper-elastic. The interphase defects are represented as semi-spherical voids, which are placed on the outer surface of this particle. The interphase is modeled as hyper-elastic and isotropic, whose effective stiffness is calculated by the spatial averaging of hyper-elastic parameters of the matrix and of the defects. A constitutive relation of the matrix is recovered experimentally by its uniaxial stretch. The 3D homogenization problem solution is based upon a numerical determination of strain energy density in the given RVE under specific uniaxial and biaxial stretches as well as under shear deformations. The analytical relation of the effective composite stiffness to the input uncertain parameter is recovered via the response function method, using a polynomial basis and an optimized order. Probabilistic calculations are completed using three concurrent approaches, namely the iterative stochastic finite element method (SFEM), Monte Carlo simulation and by the semi-analytical method. Previous papers consider the composite fully elastic, which limits the applicability of the resulting effective stiffness tensor computed therein. The current study voids this assumption and defines the composite as fully hyper-elastic, thus extending applicability of this tensor to strains up to 0.25. The most important research finding is that (1) the effective stiffness tensor is sensitive to random interface defects in its hyper-elastic range, (2) its resulting randomness is not close to Gaussian, (3) the semi-analytical method is not perfectly suited to stochastic calculations in this region of strains, as opposed to the linear elastic region, and (4) that the increase in random dispersion of defects volume fraction has a much higher effect on the stochastic characteristics of this stiffness tensor than fluctuation of the strain.
本研究的主要目的是确定具有球形增强体和相间缺陷高斯体积分数不确定的非弹性颗粒复合材料有效刚度的基本概率特征。这是通过使用具有这种复合材料的立方单颗粒代表性体积单元(RVE)的均匀化方法和有限元法求解来确定的。增强颗粒为球形,位于RVE中心,被厚度恒定的薄相间包围,并且与超弹性基体相反,处于弹性可逆状态。相间缺陷表示为半球形空隙,放置在该颗粒的外表面上。相间被建模为超弹性且各向同性,其有效刚度通过基体和缺陷的超弹性参数的空间平均来计算。基体的本构关系通过其单轴拉伸实验恢复。三维均匀化问题的解基于在特定单轴和双轴拉伸以及剪切变形下给定RVE中应变能密度的数值确定。通过响应函数法,使用多项式基和优化阶数,恢复有效复合材料刚度与输入不确定参数的解析关系。概率计算使用三种并行方法完成,即迭代随机有限元法(SFEM)、蒙特卡罗模拟和半解析法。先前的论文认为复合材料是完全弹性的,这限制了其中计算得到的有效刚度张量的适用性。当前研究摒弃了这一假设,将复合材料定义为完全超弹性,从而将该张量的适用性扩展到高达0.25的应变。最重要的研究发现是:(1)有效刚度张量在其超弹性范围内对随机界面缺陷敏感;(2)其产生的随机性不接近高斯分布;(3)与线弹性区域不同,半解析法不太适合该应变区域的随机计算;(4)缺陷体积分数随机离散度的增加对该刚度张量随机特性的影响比对应变波动的影响大得多。