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温度和湿度对煅烧牡蛎壳粉改性3D打印混凝土力学性能的影响

Influence of Temperature and Humidity on Mechanical Properties of Calcined Oyster-Shell Powder-Modified 3D-Printed Concrete.

作者信息

Wei Yazhi, Zhang Hui

机构信息

School of Mechanical Engineering and Automation, Dalian Polytechnic University, Liaoning 116034, China.

出版信息

ACS Omega. 2024 Sep 5;9(37):39180-39187. doi: 10.1021/acsomega.4c06129. eCollection 2024 Sep 17.

Abstract

Calcined oyster-shell-powder-modified concrete (CS), developed by our research group, is an ecological quick-setting concrete suitable for 3D printing technology. It has been discovered that the material's formability is obviously affected by ambient temperature and humidity after the 3D printing process, and this phenomenon also occurs in other 3D-printed concrete materials. To figure out the influence laws of temperature and humidity on the mechanical properties of CS-modified 3D-printed concrete during the curing time, the methods of both microanalysis and macro testing are applied. The molecular dynamics method is used to reveal the effects of temperature and humidity on the material's mechanical parameters, including elastic modulus, bulk modulus, and shear modulus. The macroscopic compressive strength and flexural strength of the 3D-printed concrete are measured to validate microanalysis findings. Results show the most suitable curing conditions for improving the mechanical properties of CS-modified 3D-printed concrete are the ambient temperature of 20 ± 1 °C and the relative humidity of 80-95%. Under this curing condition, the 28 day flexural strength of CS-modified 3D-printed concrete can reach 14 MPa, and the compressive strength can reach 44 MPa, which significantly improves the strength of printed samples.

摘要

由我们研究团队研发的煅烧牡蛎壳粉改性混凝土(CS)是一种适用于3D打印技术的生态速凝混凝土。研究发现,3D打印后材料的可成型性明显受环境温度和湿度的影响,这种现象在其他3D打印混凝土材料中也会出现。为了弄清热养护期温度和湿度对CS改性3D打印混凝土力学性能的影响规律,采用了微观分析和宏观测试的方法。利用分子动力学方法揭示温度和湿度对材料力学参数(包括弹性模量、体积模量和剪切模量)的影响。测量3D打印混凝土的宏观抗压强度和抗弯强度以验证微观分析结果。结果表明,改善CS改性3D打印混凝土力学性能的最适宜养护条件是环境温度20±1℃、相对湿度80-95%。在此养护条件下,CS改性3D打印混凝土的28天抗弯强度可达14MPa,抗压强度可达44MPa,显著提高了打印样品的强度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e190/11411538/547ec134abd9/ao4c06129_0001.jpg

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