Microstructure and mechanical behavior of 3D printed rock-like specimens based on different post-processing methods

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Chen Yu , Wei Tian , Xiaohui Wang
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Abstract

3D printing technology offers a unique advantage in fabricating rock specimens with precise internal defects. However, the low strength and stiffness of sand-type 3D printed samples limit their application in rock mechanics. This study primarily focuses on the microstructural characteristics of the specimens, including changes in pore structure, cementing materials, and brittleness properties. Three distinct post-processing methods were employed to explore effective approaches for enhancing the strength of specimens while preserving their desired brittleness. The findings indicate that infiltration treatment significantly reduces the porosity of the specimens and increases the roughness of particle surfaces. In contrast, freezing treatment slightly decreases the porosity and augments the roughness of particle surfaces. Moreover, while the specimens treated only with infiltration exhibited noticeable plasticity, those subjected to both permeation and freezing showed marked brittleness. Furthermore, specimens treated solely with infiltration experienced a modest increase in strength and displayed noticeable plasticity, whereas combined treatment of infiltration and freezing resulted in a substantial increase in strength and conspicuous brittleness. Additionally, the mechanical properties, failure modes, and fracture surface microstructure of the combined-treated specimens resemble those of natural granite. These findings offer solutions for addressing the low strength and stiffness of sand-type 3D printed rock-like specimens.

基于不同后处理方法的 3D 打印类岩石试样的微观结构和力学行为
三维打印技术在制作具有精确内部缺陷的岩石样本方面具有独特的优势。然而,砂型 3D 打印样本的强度和刚度较低,限制了其在岩石力学中的应用。本研究主要关注试样的微观结构特征,包括孔隙结构、胶结材料和脆性特性的变化。研究采用了三种不同的后处理方法,以探索在提高试样强度的同时保持其所需脆性的有效方法。研究结果表明,浸润处理可显著降低试样的孔隙率,增加颗粒表面的粗糙度。相比之下,冷冻处理会略微降低孔隙率,增加颗粒表面的粗糙度。此外,只经过渗透处理的试样表现出明显的可塑性,而同时经过渗透和冷冻处理的试样则表现出明显的脆性。此外,只经过浸润处理的试样强度略有增加,并表现出明显的塑性,而经过浸润和冷冻联合处理的试样强度大幅增加,并表现出明显的脆性。此外,联合处理试样的机械性能、失效模式和断裂面微观结构与天然花岗岩相似。这些发现为解决砂型三维打印类岩石试样强度和刚度低的问题提供了解决方案。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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