岩土力学 ›› 2020, Vol. 41 ›› Issue (10): 3214-3224.doi: 10.16285/j.rsm.2020.0004

• 基础理论与实验研究 • 上一篇    下一篇

基于DIC技术的3D打印节理试件破裂机制研究

金爱兵1, 2，王树亮1, 2，王本鑫1, 2，孙浩1, 2，赵怡晴1, 2   

  1. 1. 北京科技大学 土木与资源工程学院，北京 100083；2. 北京科技大学 金属矿山高效开采与安全教育部重点实验室，北京 100083
  • 收稿日期:2020-01-17 修回日期:2020-06-20 出版日期:2020-10-12 发布日期:2020-11-05
  • 通讯作者: 孙浩，男，1992年生，博士，讲师，主要从事采矿工艺与理论、岩石力学方面的教学与研究工作。E-mail: sunhao2019@ustb.edu.cn E-mail:jinaibing@ustb.edu.cn
  • 作者简介:金爱兵，男，1974年生，博士，教授，主要从事岩石力学与工程方面的教学与研究工作
  • 基金资助:
    国家自然科学基金（No. 51674015，No. 51804018）；煤炭开采水资源保护与利用国家重点实验室2017年开放基金课题（No. SHJT-17-42.1）；中央高校基本科研业务费专项资金（No. FRF-TP-19-026A1）。

Study on the fracture mechanism of 3D-printed-joint specimens based on DIC technology

JIN Ai-bing1, 2, WANG Shu-liang1, 2, WANG Ben-xin1, 2, SUN Hao1, 2, ZHAO Yi-qing1, 2   

  1. 1. School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2020-01-17 Revised:2020-06-20 Online:2020-10-12 Published:2020-11-05
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51674015, 51804018), the Open Fund of State Key Laboratory of Water Resource Protection and Utilization in Coal Mining (2017) (SHJT-17-42.1) and the Fundamental Research Funds for the Central Universities (FRF-TP-19-026A1).

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摘要： 为了准确表征不同角度预制节理岩石在单轴压缩下的变形破坏模式，基于3D打印技术制作了节理模型用于模拟岩体中的结构面，通过水泥砂浆的浇筑得到含不同角度预制节理的岩石试件并进行单轴压缩试验，同时采用数字图像相关技术（DIC）观测、分析试验过程中试件裂纹产生、扩展以及贯通过程。结果表明：随着预制节理从0°增加到90°，试件强度与峰值应变均呈现先降低后升高的变化趋势，0°和45°试件弹性模量相对于完整试件有所降低。基于DIC检测结果，0°、30°、45°及60°试件裂纹皆从预制节理尖端部位起裂，各角度试件的起裂应力与试件强度变化规律一致。各角度试样起裂时在剪应力控制下以剪切翼型裂纹形式起裂，0°与45°试件裂纹在扩展过程由剪切发展为张拉型裂纹，30°和60°试件以剪切裂纹形式贯穿始终，90°试件从底部起裂并最终表现为张拉破坏。研究还发现，下翼起裂角θ2和上翼起裂角θ1之间存在明显的线性正相关关系，关系式为θ2 =0.828 6θ1 +12.185，且起裂应力大小变化与峰值应力变化一致，皆随节理角度的增加先减小后增大。

关键词: 3D打印, 单节理, 单轴压缩, 数字图像相关（DIC）技术, 裂纹扩展, 裂纹起裂角

Abstract: In order to accurately characterize the deformation and failure modes of prefabricated jointed rocks with different angles under uniaxial compression, a joint model based on 3D printing technology was used to simulate the structural surface in the rock mass. Rock specimens with precast joints with different angles were obtained by pouring cement mortar, and a uniaxial compression test was performed. At the same time, digital image correlation (DIC) technology was used to observe and analyze the process of crack formation, propagation, and penetration in the test specimen. The results showed that as the angle of prefabricated joints increased from 0° to 90°, a decrease followed by an increase in the strength and peak strain of the test piece was observed. Additionally, the elastic modulus of the test piece with angles of 0° and 45° decreased compared to the complete test piece. Based on the DIC test results, the cracks of specimens with angles of 0°, 30°, 45°, and 60° all started from the tip of the prefabricated joint. The crack initiation stress of the specimens with different angles was all consistent with the strength change of the specimens. Under shear stress, the cracks started in the form of shear wing cracks. The cracks of 0° and 45° specimens changed from shear to tensile cracks during the propagation process, and the shear cracks were observed in the specimens of 30° and 60° throughout this process. The crack of the specimen of 90° started from the bottom and tensile failure was eventually witnessed. In this study, an obvious linear positive correlation was found between the cracking angle θ2 of the lower wing and the cracking angle θ1 of the upper wing, and it can be expressed as θ2= 0.828 6θ1 +12.185. As the joint angle increased, the cracking stress decreased first and then increased, which was consistent with the peak stress.

Key words: 3D printing, single joint, uniaxial compression, digital image correlation (DIC) technology, crack propagation, crack initiation angle

中图分类号: TU 452
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