Chen Yu, Guo Hui, Sun Minqian, Lv Xiao
School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China.
State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China.
Polymers (Basel). 2022 Aug 30;14(17):3579. doi: 10.3390/polym14173579.
In order to clearly explain the large deformation mechanical characteristics of polyurea under impact and to construct a dynamic model that can be used for finite element analysis, two kinds of polyurea materials were prepared by formula design, and their uniaxial tensile properties were tested with strain rates ranging from 10~10 s using an electronic universal testing machine and a split Hopkinson tensile bar (SHTB). The tensile stress-strain curves of polyurea were obtained under different strain rates. The difference in tensile mechanical properties of the materials was analyzed under dynamic loading and quasi-static loading. Based on the nonlinear viscoelastic theory and the energy dissipation rate inequality, a dynamic visco-hyperelastic constitutive model of polyurea elastomer was established. The research results showed that the uniaxial tensile stress-strain curves of two kinds of polyurea at different strain rates had obvious nonlinear characteristics and strain rate sensitivity and that their tensile strength increased with increased strain rate. The polyurea gradually changed from exhibiting rubbery mechanical behavior under quasi-static loading to glassy mechanical behavior under dynamic loading. The fitting analysis of experimental data and the results of finite element simulation showed that the dynamic constitutive model can predict the nonlinear mechanical behavior of polyurea elastomers over a wide range of strain rates. The research results could contribute to a deepening of the understanding of the damage and failure behavior of polyurea under impact load and provide a theoretical basis for numerical studies on impact safety design of polyurea-coated protective structures.
为了清晰地解释聚脲在冲击作用下的大变形力学特性,并构建可用于有限元分析的动力学模型,通过配方设计制备了两种聚脲材料,并使用电子万能试验机和分离式霍普金森拉伸杆(SHTB)在10⁻³~10³ s⁻¹的应变率范围内测试了它们的单轴拉伸性能。获得了不同应变率下聚脲的拉伸应力-应变曲线。分析了材料在动态加载和准静态加载下拉伸力学性能的差异。基于非线性粘弹性理论和能量耗散率不等式,建立了聚脲弹性体的动态粘超弹性本构模型。研究结果表明,两种聚脲在不同应变率下的单轴拉伸应力-应变曲线具有明显的非线性特征和应变率敏感性,其拉伸强度随应变率的增加而提高。聚脲在准静态加载下逐渐从呈现橡胶状力学行为转变为在动态加载下呈现玻璃状力学行为。实验数据的拟合分析和有限元模拟结果表明,该动态本构模型能够在较宽的应变率范围内预测聚脲弹性体的非线性力学行为。研究结果有助于深化对聚脲在冲击载荷下损伤和破坏行为的理解,并为聚脲涂层防护结构冲击安全设计的数值研究提供理论依据。