Finite Element Analysis on Mixed-Mode Dynamic Fracture Experiments of Centrally Cracked Brazilian Disks With Crack Face Contact
-
摘要: 为验证考虑裂纹面接触和动态荷载时,中心裂纹巴西圆盘(CCBD)试件用于分离式Hopkinson压杆(SHPB)系统中测量脆性材料复合型动态断裂韧度的可行性,以及研究裂纹面接触对动态断裂韧度实验结果的影响.通过有限元法建立SHPBCCBD三维有限元模型,计算了不同加载条件下CCBD试件的动态应力强度因子(DSIF).结果表明:在实验中,将考虑裂纹面接触的应力强度因子(SIF)准静态公式推广为动态公式,需要判定断裂时间是否达到应力平衡的时间条件;压剪复合型加载时,裂纹面接触导致裂纹面应力变化,会对Ⅱ型裂纹的DSIF产生显著影响,不考虑裂纹面接触的影响将会导致Ⅱ型DSIF的测试值偏大.
-
关键词:
- 裂纹面接触 /
- 分离式Hopkinson压杆 /
- 中心裂纹巴西圆盘 /
- 有限元法 /
- 动态应力强度因子
Abstract: To verify the feasibility of measuring brittle material’s complex-mode dynamic fracture toughness, the centrally cracked Brazilian disk (CCBD) specimen was tested under dynamic loads in the split Hopkinson pressure bar (SHPB) system in view of crack face contact. The 3D SHPB-CCBD finite element model was established to calculate dynamic stress intensity factors (DSIFs) of the CCBD specimen under different loading conditions. Results show that, the fracture time condition of stress equilibrium is necessary for calculating DSIFs through extension of the quasi-static stress intensity factor (SIF) formula with crack face contact to the dynamic expression. The crack face contact leads to changes of the crack face stress, and has a significant impact on the mode-II DSIFs. The test values of mode-II DSIFs will be unreasonably larger without regard to the crack face contact. -
XIA K, YAO W. Dynamic rock tests using split Hopkinson (Kolsky) bar system: a review[J]. Journal of Rock Mechanics and Geotechnical Engineering,2015,7(1): 27-59. [2]胡时胜, 王礼立, 宋力, 等. Hopkinson压杆技术在中国的发展回顾[J]. 爆炸与冲击, 2014,34(6): 641-657.(HU Shisheng, WANG Lili, SONG Li, et al. The development review of Hopkinson pressure bar technology in China[J]. Explosion and shock,2014,34(6): 641-657.(in Chinese)) [3]王礼立. 应力波基础[M]. 北京: 国防工业出版社, 2005.(WANG Lili. Foundation of Stress Waves[M]. Beijing: National Defense Industry Press, 2005.(in Chinese)) [4]ZHOU Y X, XIA K, LI X B, et al. Suggested methods for determining the dynamic strength parameters and mode-Ⅰ fracture toughness of rock materials[J]. International Journal of Rock Mechanics and Mining Sciences,2012,49: 105-112. [5]DONG S M, WANG Y, XIA Y M. Stress intensity factors for central cracked circular disk subjected to compression[J]. Engineering Fracture Mechanics,2004,71(7/8): 1135-1148. [6]DONG S M, WANG Y, XIA Y M. A finite element analysis for using Brazilian disk in split Hopkinson pressure bar to investigate dynamic fracture behavior of brittle polymer materials[J]. Polymer Testing,2006,25(7): 943-952. [7]周君, 汪洋, 夏源明. 有机玻璃纯Ⅰ型和纯Ⅱ型动态断裂行为的实验研究[J]. 高分子材料科学与工程, 2008,24(2): 10-13.(ZHOU Jun,WANG Yang, XIA Yuanming. Experimental study of dynamic fracture behavior of PMMA under pure mode-Ⅰ and pure mode-Ⅱ loading conditions[J]. Polymer Materials Science and Engineering,2008,24(2): 10-13.(in Chinese)) [8]崔智丽, 宫能平, 经来旺. 岩石非理想裂纹圆盘试件动态断裂韧性测试的有限元分析及试验研究[J]. 岩土力学, 2015,36(3): 694-702.(CUI Zhili, GONG Nengping, JING Laiwang. Experiment and finite element analysis of rock dynamic fracture toughness test on nonideal crack disc specimens[J]. Rock and Soil Mechanics,2015,36(3): 694-702.(in Chinese)) [9]李永东, 张男, 唐立强, 等. 裂纹面摩擦接触引起的断裂韧性增长的研究[J]. 力学学报, 2005,37(3): 280-286.(LI Yongdong, ZHANG Nan, TANG Liqiang, et al. Researches on the enhancement of fracture toughness induced by friction between crack faces[J]. Acta Mechanica Sinica,2005,37(3): 280-286.(in Chinese)) [10]ERARSLAN N, WILLIAMS D J. Mixed-mode fracturing of rocks under static and cyclic loading[J]. Rock Mechanics & Rock Engineering,2013,46: 1035-1052. [11]DOROGOY A, BANKS-SILLS L. Effect of crack face contact and friction on Brazilian disk specimens: a finite difference solution[J]. Engineering Fracture Mechanics,2005,72(18): 2758-2773. [12]李念斌, 董世明, 华文. 裂纹面接触对CCBD应力强度因子影响分析[J]. 岩土力学, 2017,38(8): 2395-2401.(LI Nianbin, DONG Shiming, HUA Wen. Analysis of effect of crack face contact on stress intensity factors for a centrally cracked Brazilian disk[J]. Rock and Soil Mechanics,2017,38(8): 2395-2401.(in Chinese)) [13]Swanson Analysis Systems Inc. ANSYS15.0, user’s manual[Z]. Pennsylvania, USA: Swanson Analysis Systems Inc, 2013.
点击查看大图
计量
- 文章访问数: 483
- HTML全文浏览量: 73
- PDF下载量: 38
- 被引次数: 0