Pleesudjai Chidchanok, Li Anling, Dey Vikram, Mobasher Barzin
School of Sustainable Engineering & Built Environment, Arizona State University, Tempe, AZ 85287-3005, USA.
Key Laboratory for Green & Advanced Civil Engineering Materials, College of Civil Engineering, Hunan University, Changsha 410082, China.
Materials (Basel). 2021 Jan 14;14(2):390. doi: 10.3390/ma14020390.
Mechanical response of textile-reinforced aerated concrete sandwich panels was investigated using instrumented three-point bending tests under quasi-static and low-velocity impact loads. Two types of core material were compared in the sandwich composite consisting of plain autoclaved aerated concrete (AAC) and fiber-reinforced aerated concrete (FRAC), and the stress skins were alkali-resistant glass (ARG) and textile reinforced concrete (TRC). The textile-reinforced layer promoted distributed cracking mechanisms and resulted in significant improvement in the flexural strength and ductility. Digital Image Correlation (DIC) was used to study the distributed cracking mechanism and obtain impact force-crack width response at different drop heights. A constitutive material model was also developed based on a multi-linear tension/compression strain hardening model for the stress-skin and an elastic, perfectly plastic compression model for the core. A detailed parametric study was used to address the effect of model parameters on the flexural response. The model was further applied to simulate the experimental flexural data from the static and impact tests on the plain aerated concrete and sandwich composite beams.
采用仪器化三点弯曲试验,在准静态和低速冲击载荷下研究了纺织增强加气混凝土夹芯板的力学响应。在由普通蒸压加气混凝土(AAC)和纤维增强加气混凝土(FRAC)组成的夹芯复合材料中,比较了两种类型的芯材,应力蒙皮为耐碱玻璃(ARG)和纺织增强混凝土(TRC)。纺织增强层促进了分布式开裂机制,显著提高了抗弯强度和延性。采用数字图像相关技术(DIC)研究分布式开裂机制,并获得不同落高下的冲击力-裂缝宽度响应。还基于应力蒙皮的多线性拉伸/压缩应变硬化模型和芯材的弹性完全塑性压缩模型建立了本构材料模型。通过详细的参数研究来探讨模型参数对弯曲响应的影响。该模型进一步应用于模拟普通加气混凝土和夹芯复合梁的静态和冲击试验的实验弯曲数据。