Multiscale, three-dimensional characterization of shock absorption in lightweight fibre reinforced cementitious systems

保护系统的发展不仅依赖于超强的力量，还依赖于消散能量和吸收冲击的机制的组合。众所周知，战略包裹体，如轻质固体和离散增强材料，会在局部失效，并在此过程中限制结构破坏。不幸的是，由于它们的异质性和组成性质的多样性，评估这些系统中的能量分散的测试仍然主要是宏观的，并且组分尺度之间的内在脱节限制了材料建模。拟议的研究计划将开发一个多尺度模型来预测轻质纤维增强水泥基复合材料中的负荷率效应，并具体完成：i)对此类系统中的能量耗散机制进行二维和三维量化；ii)在微观、细观和宏观尺度上对其回弹描述符进行实验评估；iii)对此类高性能系统中的高应变率敏感性进行预测性本构建模。

The development of protective systems depends not so much on superior strength alone, but on a combination of mechanisms which dissipate energy and absorb shock. Strategic inclusions such as lightweight solids and discrete reinforcement are known to fail locally and in the process, limit structural damage. Unfortunately, due to their heterogeneous nature and diversity in constituent properties, the tests that evaluate energy dispersion in these systems remain mostly macroscopic and the inherent disconnect between component scale has limited material modeling. The proposed research program will develop a multi-scale model to predict load rate effects in lightweight, fibre reinforced cementitious composites and specifically accomplish: i) 2-D and 3-D quantification of energy dissipating mechanisms in such systems; ii) experimental evaluation of their resilience descriptors at micro, meso and macro-scale; iii) predictive constitutive modeling of high strain rate sensitivity in such high performing systems.