摘要
Three-dimensionaledgecracksareanalyzedusingtheSelf-SimilarCrackExpansion(SSCE)methodwithaboundaryintegralequationtechnique.TheboundaryintegralequationsforsurfacecracksinahalfspacearepresentedbasedonahalfspaceGreen’sfunction(Mindlin,1936).ByusingtheSSCEmethod,thestressintensityfactorsaredeterminedbythecrack-openingdisplacementoverthecracksurface.Indiscreteboundaryintegralequations,theregularandsingularintegralsonthecracksur-faceelementsareevaluatedbyananalyticalmethod,andtheclosedformexpressionsoftheintegralsaregivenforsubsurfacecracksandedgecrakcs.Thisgloballynumericalandlocallyanalyticalmethodim-provesthesolutionaccuracyandcomputationaleffort.Numericalresultsforedgecracksundertensileloadingwithvariousgeometries,suchasrectangularcracks,ellipticalcracks,andsemi-circularcracks,arepresentedusingtheSSCEmethod.Resultsforstressintensityfactorsofthosesurfacebreakingcracksareingoodagreementwithothernumericalandanalyticalsolutions.
出版日期
1999年02月12日（中国期刊网平台首次上网日期，不代表论文的发表时间）
