吉林大学学报(地球科学版) ›› 2017, Vol. 47 ›› Issue (2): 526-533.doi: 10.13278/j.cnki.jjuese.201702201
尹崧宇1, 赵大军1, 周宇1, 赵博2
Yin Songyu1, Zhao Dajun1, Zhou Yu1, Zhao Bo2
摘要: 在振动载荷作用下,岩石内部细观缺陷的发展将导致其宏观力学性能的劣化。为了提高超声波振动碎岩效率,采用数值模拟与实验研究相结合的方法,对超声波振动下岩石内部的损伤过程进行分析;采用有限元与统计技术相结合的方法,建立岩石二维模型,引入损伤增量因子的概念,分析岩石非均匀性对岩石裂纹扩展过程的影响。研究结果表明:1)岩石材料在超声波振动下的损伤过程分为萌生、扩展、贯通3个阶段,随着非均匀系数的增加,岩石原始裂纹的扩展效率逐渐加快。2)损伤因子存在一个临界值,约为0.005 4:当某一时刻岩石的损伤因子低于0.005 4时,损伤增量因子与非均匀系数的响应关系不明显;当损伤因子高于0.005 4时,损伤增量因子随着非均匀系数的增大而急剧增大,此时岩石非均匀性对损伤因子的影响不容忽视。
中图分类号:
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