Show simple item record

contributor authorL. M. Keer
contributor authorK. Chantaramungkorn
date accessioned2017-05-08T22:57:48Z
date available2017-05-08T22:57:48Z
date copyrightSeptember, 1975
date issued1975
identifier issn0021-8936
identifier otherJAMCAV-26042#683_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/87050
description abstractThe problem of an elastic half plane loaded in tension and weakened by a rectangular trench is set up in a manner leading to a system of simultaneous singular integral equations. The method is to consider the superposition of solutions for two cracks perpendicular and one parallel to the surface of the half plane. The limiting case when the three cracks intersect appropriately leads to the geometry of a rectangular trench. A collocation scheme developed by Erdogan and Gupta leads to numerical solution of the equations to determine the stress intensity factors at the corners and the horizontal displacement of the trench wall.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Elastic Half Plane Weakened by a Rectangular Trench
typeJournal Paper
journal volume42
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423662
journal fristpage683
journal lastpage687
identifier eissn1528-9036
keywordsStress
keywordsFracture (Materials)
keywordsCorners (Structural elements)
keywordsDisplacement
keywordsEquations
keywordsGeometry
keywordsIntegral equations AND Tension
treeJournal of Applied Mechanics:;1975:;volume( 042 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record