Analysis of dynamic stress concentration problems employing spline-based wavelet Galerkin method

被引:22
作者
Tanaka, Satoyuki [1 ]
Sannomaru, Shogo [1 ]
Imachi, Michiya [1 ]
Hagihara, Seiya [2 ]
Okazawa, Shigenobu [1 ]
Okada, Hiroshi [3 ]
机构
[1] Hiroshima Univ, Grad Sch Engn, Higashihiroshima 7398527, Japan
[2] Saga Univ, Dept Mech Engn, Saga 8408502, Japan
[3] Tokyo Univ Sci, Fac Sci & Technol, Dept Mech Engn, Noda, Chiba 2788510, Japan
关键词
Wavelet Galerkin method; Meshfree method; Dynamic analysis; X-FEM; Stress intensity factor; FINITE-ELEMENT-METHOD; PATH-INDEPENDENT INTEGRALS; CRACK-GROWTH; ELASTOPLASTIC ANALYSIS; INTENSITY FACTORS; MESHFREE METHOD; MECHANICS; PARTITION; UNITY; BEM;
D O I
10.1016/j.enganabound.2015.04.003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Two-dimensional (2D) dynamic stress concentration problems are analyzed using the wavelet Galerkin method (WGM). Linear B-spline scaling/wavelet functions are employed. We introduce enrichment functions for the X-FEM to represent a crack geometry. In the WGM, low-resolution scaling functions are periodically located across the entire analysis domain to approximate deformations of a body. High-resolution wavelet functions and enrichment functions including crack tip singular fields are superposed on the scaling functions to represent the severe stress concentration around holes or crack tips. Heaviside functions are also enriched to treat the displacement discontinuity of the crack face. Multiresolution analysis of the wavelet basis functions plays an important role in the WGM. To simulate the transients, the wavelet Galerkin formulation is discretized using a Newmark-beta time integration scheme. A path independent J-integral is adopted to evaluate the dynamic stress intensity factor (DSIF). We solve dynamic stress concentration problems and evaluate DSIF of 2D cracked solids. The accuracy and effectiveness of the proposed method are discussed through the numerical examples. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:129 / 139
页数:11
相关论文
共 75 条
[1]   An h-hierarchical Galerkin BEM using Haar wavelets [J].
Abe, K ;
Koro, K ;
Itami, K .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2001, 25 (07) :581-591
[2]  
Agnantiaris JP, 1996, COMPUT MECH, V17, P270
[3]   WAVELET-GALERKIN SOLUTIONS FOR ONE-DIMENSIONAL PARTIAL-DIFFERENTIAL EQUATIONS [J].
AMARATUNGA, K ;
WILLIAMS, JR ;
QIAN, S ;
WEISS, J .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (16) :2703-2716
[4]  
[Anonymous], 1993, Wavelets-Algorithms and applications
[5]   NUMERICAL-STUDIES IN DYNAMIC FRACTURE-MECHANICS [J].
ATLURI, SN ;
NISHIOKA, T .
INTERNATIONAL JOURNAL OF FRACTURE, 1985, 27 (3-4) :245-261
[7]   A new meshless local Petrov-Galerkin (MLPG) approach in computational mechanics [J].
Atluri, SN ;
Zhu, T .
COMPUTATIONAL MECHANICS, 1998, 22 (02) :117-127
[8]  
Babuska I, 1997, INT J NUMER METH ENG, V40, P727, DOI 10.1002/(SICI)1097-0207(19970228)40:4<727::AID-NME86>3.0.CO
[9]  
2-N
[10]  
Batra RC, 2002, CMES-COMP MODEL ENG, V3, P717