Department of Materials, ETH Zürich, 8093 Zürich, Switzerland.
Soft Matter. 2023 Jun 14;19(23):4385-4390. doi: 10.1039/d3sm00496a.
Inhomogeneously swollen elastomers are an emergent class of materials, comprising elastic matrices with inclusion phases in the form of microgel particles or osmolytes. Inclusion phases can undergo osmotically driven swelling and deswelling over orders of magnitude. In the swollen state, the inclusions typically have negligible Young's modulus, and the matrix is strongly deformed. In that regime, the effective mechanical properties of the composite are governed by the matrix. Laying the groundwork for a generic analysis of inhomogeneously swollen elastomers, we develop a model based on incremental mean-field homogenization of a hyperelastic matrix. The framework allows for the computation of the macroscopic effective stiffness for arbitrary hyperelastic matrix materials. For an in-depth quantification of the local effective stiffness, we extend the concept of elastic stiffness maps to incompressible materials. For strain-stiffening materials, stiffness maps in the swollen state highlight pronounced radial stiffening with a non-monotonic change in stiffness in the hoop direction. Stiffening characteristics are sensitive to the form of constitutive models, which may be exploited in the design of hydrated actuators, soft composites and metamaterials. For validation, we apply this framework to a Yeoh material, and compare to recently published data. Model predictions agree well with experimental data on elastomers with highly swollen embedded microgel particles. We identify three distinct regimes related to an increasing degree of particle swelling: first, an initial decrease in composite stiffness is attributed to particle softening upon liquid intake. Second, dilute particle swelling leads to matrix stiffening dominating over particle softening, resulting in an increase in composite stiffness. Third, for swelling degrees beyond the dilute limit, particle interactions dominate further matrix stiffening.
不均匀溶胀弹性体是一类新兴的材料,由弹性基质和以微凝胶颗粒或渗透物形式存在的包含相组成。包含相可以经历渗透压驱动的溶胀和去溶胀,幅度可达几个数量级。在溶胀状态下,包含物的杨氏模量通常可以忽略不计,而基质则发生强烈变形。在该状态下,复合材料的有效力学性能由基质决定。为了对不均匀溶胀弹性体进行一般性分析,我们基于超弹性基质的增量平均场均匀化,建立了一个模型。该框架允许计算任意超弹性基质材料的宏观有效刚度。为了深入量化局部有效刚度,我们将弹性刚度图的概念扩展到不可压缩材料。对于应变硬化材料,在溶胀状态下的刚度图突出显示了明显的径向硬化,并且在环向方向上的刚度发生非单调变化。硬化特性对本构模型的形式敏感,这可能在水合致动器、软复合材料和超材料的设计中得到利用。为了验证,我们将该框架应用于 Yeoh 材料,并与最近发表的数据进行比较。模型预测与具有高度溶胀嵌入微凝胶颗粒的弹性体的实验数据吻合良好。我们确定了与颗粒溶胀程度增加相关的三个不同区域:首先,由于液体摄入导致颗粒软化,复合材料的刚度最初会降低。其次,在稀释的颗粒溶胀下,基质硬化主导了颗粒软化,导致复合材料的刚度增加。第三,对于超过稀释极限的溶胀程度,颗粒相互作用进一步主导了基质硬化。