›› 2009, Vol. 30 ›› Issue (7): 2153-2157.

• Numerical Analysis • Previous Articles     Next Articles

Hybrid boundary node method for dynamic fracture mechanics problem

MIAO Yu, WEI Bao-ming, LI Jing-cheng   

  1. College of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
  • Received:2008-06-06 Online:2009-07-10 Published:2011-03-10

Abstract:

Combining the hybrid boundary node method (HBNM) and the dual reciprocity principle, a truly boundary-type meshless method- dual reciprocity hybrid boundary node method is presented for solving dynamic problems. It is used to numerically find the solutions of a crack of finite specimen under an impact load. The solution is divided into particular solution and general solution. The general solution is solved by means of HBNM; and the particular solution is approximated by using radial basis functions (RBF). The inner nodes are just for RBF interpolation, which is not influence that the present method is a boundary-only method. The basis functions enrichment in moving least squares (MLS) are presented for simulating the singularity of the stress field on the tip of the fracture. The presented method has many advantages such as simple post processing and higher accuracy. Numerical examples have shown the stability and the validity of the presented method.

Key words: hybrid boundary node method, dual reciprocity principle, dynamic fracture, basis function enrichment, moving least square

CLC Number: 

  • O 241.6
[1] CAO Fu, YANG Li-ping, LI Lian, LIU En-long, WANG Qi-zhi, . Research on whole dynamical fracture process of rock using single cleavage drilled compression (SCDC) specimen [J]. , 2017, 38(6): 1573-1582.
[2] CUI Zhi-li,GONG Neng-ping,JING Lai-wang. Experiment and finite element analysis of rock dynamic fracture toughness test on nonideal crack disc specimens [J]. , 2015, 36(3): 694-702.
[3] GOU Xiao-ping ,YANG Jing-rui ,WANG Qi-zhi . Test method for determining rock dynamic fracture toughness using P-CCNBD specimens [J]. , 2013, 34(9): 2449-2459.
[4] ZHANG Sheng ,LI Xin-wen ,YANG Xiang-hao . Influence of different dynamic load calculating methods on rock dynamic fracture toughness test [J]. , 2013, 34(9): 2721-2726.
[5] TAN Fei, DENG Bang, ZHANG Dong-ming, WANG Yuan-han. Solution of seepage problem with free surface by hybrid boundary node method [J]. , 2010, 31(S2): 75-78.
[6] MIAO Yu , YAN Fei , WANG Yuan-han , WAN Yun-dong . Dual reciprocity hybrid boundary node method in geotechnical engineering [J]. , 2008, 29(7): 1872-1876.
[7] MIAO Yu , MAO Feng , WANG Yuan-han , ZHANG Jun , LI Liang-hui,. Hybrid boundary node method in geotechnical engineering [J]. , 2005, 26(9): 1452-1455.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WU Qiong, TANG Hui-ming, WANG Liang-qing, LIN Zhi-hong. Analytic solutions for phreatic line in reservoir slope with inclined impervious bed under rainfall and reservoir water level fluctuation[J]. , 2009, 30(10): 3025 -3031 .
[2] HE Fa-guo, CHEN Wen-wu, HAN Wen-feng, ZHANG Jing-ke. Correlation of microstructure indices and performance of sand solidified with polymer material SH[J]. , 2009, 30(12): 3803 -3807 .
[3] QI Ji-lin,MA Wei. State-of-art of research on mechanical properties of frozen soils[J]. , 2010, 31(1): 133 -143 .
[4] LEI Yong-sheng. Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi’an Metro Line No.2[J]. , 2010, 31(1): 223 -228 .
[5] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
[6] JIANG Hao,WANG Ren,Lü Ying-hui,MENG Qing-shan. Test study of model pile in calcareous sands[J]. , 2010, 31(3): 780 -784 .
[7] ZHONG Guo-sheng, XIONG Zheng-ming. Safety assessment of structure by blasting seism based on wavelet packet energy spectra[J]. , 2010, 31(5): 1522 -1528 .
[8] CHAI Bo, YIN Kun-long, CHEN Li-xia, LI Yuan-yao. Analysis of slope deformation under control of rock mass structure[J]. , 2009, 30(2): 521 -525 .
[9] SU Guo-shao, ZHANG Ke-shi, Lü Hai-bo. A cooperative optimization method based on particle swarm optimization and Gaussian process for displacement back analysis[J]. , 2011, 32(2): 510 -515 .
[10] LENG Yi,LUAN Mao-tian,XU Cheng-shun,MA Tai-lei. Experimental research on behaviors of saturated sand subject to drained shear strength under complex stress conditions[J]. , 2009, 30(6): 1620 -1626 .