Liu Han, Laflamme Simon, Cai Bin, Lyu Ping, Sritharan Sri, Wang Kejin
Department of Civil, Construction, and Environmental Engineering, Iowa State University, Ames, IA 50011, USA.
Department of Electrical and Computer Engineering, Iowa State University, Ames, IA 50011, USA.
Sensors (Basel). 2024 Nov 29;24(23):7638. doi: 10.3390/s24237638.
This paper explores the development of 3D-printed self-sensing Ultra-High Performance Concrete (UHPC) by incorporating graphite (G) powder, milled carbon microfiber (MCMF), and chopped carbon microfiber (CCMF) as additives into the UHPC matrix to enhance piezoresistive properties while maintaining workability for 3D printing. Percolation curves were established to identify optimal filler inclusion levels, and a series of compressive tests, including quasi-static cyclic, dynamic cyclic, and monotonic compressive loading, were conducted to evaluate the piezoresistive and mechanical performance of 29 different mix designs. It was found that incorporating G powder improved the conductivity of the UHPC but decreased compressive strength for both mold-cast and 3D-printed specimens. However, incorporating either MCMF or CCMF into the UHPC resulted in the maximum 9.8% and 19.2% increase in compressive strength and Young's modulus, respectively, compared to the plain UHPC. The hybrid combination of MCMF and CCMF showed particularly effective in enhancing sensing performance, achieving strain linearity over 600 με. The best-preforming specimens (3G250M250CCMF) were fabricated using 3 wt% of G, 0.25 wt% of MCMF, and 0.25 wt% of CCMF, yielding a maximum strain gauge factor of 540, a resolution of 68 με, and an accuracy of 4.5 με under axial compression. The 3D-printed version of the best-performing specimens exhibited slightly diminished piezoresistive and mechanical behaviors compared to their mold-cast counterparts, yielding a maximum strain gauge factor of 410, a resolution of 99 με, and an accuracy of 8.6 με.
本文探讨了通过将石墨(G)粉、研磨碳微纤维(MCMF)和短切碳微纤维(CCMF)作为添加剂加入超高性能混凝土(UHPC)基体中,来开发3D打印自传感超高性能混凝土,以增强其压阻性能,同时保持3D打印的可加工性。建立了渗流曲线以确定最佳填料掺入水平,并进行了一系列压缩试验,包括准静态循环、动态循环和单调压缩加载,以评估29种不同配合比设计的压阻和力学性能。研究发现,掺入G粉可提高UHPC的导电性,但会降低模铸和3D打印试件的抗压强度。然而,在UHPC中掺入MCMF或CCMF,与普通UHPC相比,抗压强度和杨氏模量分别最大提高了9.8%和19.2%。MCMF和CCMF的混合组合在增强传感性能方面表现尤为有效,实现了超过600 με的应变线性度。性能最佳的试件(3G250M250CCMF)使用3 wt%的G、0.25 wt%的MCMF和0.25 wt%的CCMF制成,在轴向压缩下产生的最大应变片系数为540,分辨率为68 με,精度为4.5 με。与模铸试件相比,性能最佳试件的3D打印版本的压阻和力学性能略有下降,最大应变片系数为410,分辨率为99 με,精度为8.6 με。