Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack

On the basis of the principle of equal stress, a solution is given to the inverse problem of determining the optimal shape of the hole contour for a plate weakened by a surface rectilinear crack. The plate is reinforced by a regular system of elastic stiffeners (stringers). The crack originates from...

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Main Author: Minavar V. Mir-Salim-zade
Format: Article
Language:English
Published: NAS of Ukraine, A. Pidhornyi Institute of Mechanical Engineering Problems 2020-09-01
Series:Journal of Mechanical Engineering
Subjects:
Online Access:https://journal-me.com/wp-content/uploads/2020/10/2020_3_2_eng.pdf
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spelling doaj-988ca185b4fc409191ea088fbb716a222021-07-02T17:55:07ZengNAS of Ukraine, A. Pidhornyi Institute of Mechanical Engineering ProblemsJournal of Mechanical Engineering2709-29842709-29922020-09-01233162610.15407/pmach2020.03.016Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface CrackMinavar V. Mir-Salim-zade0https://orcid.org/0000-0003-4237-0352Institute of Mathematics and Mechanics of the NAS of AzerbaijanOn the basis of the principle of equal stress, a solution is given to the inverse problem of determining the optimal shape of the hole contour for a plate weakened by a surface rectilinear crack. The plate is reinforced by a regular system of elastic stiffeners (stringers). The crack originates from the hole contour perpendicular to the riveted stringers. The plate is subjected to uniform tension at infinity along the stiffeners. The plate under consideration is assumed to be either elastic or elastic-plastic. The criterion that determines the optimal shape of the hole is the condition that there is no stress concentration on the hole surface and the requirement that the stress intensity factor in the vicinity of the crack tip be equal to zero. In the case of an elastic-plastic plate, the plastic region at the moment of nucleation should encompass the entire hole contour at once, without deep penetration. The problem posed is to determine the hole shape at which the tangential normal stress acting on the contour is constant, and the stress intensity factor in the vicinity of the crack tip is zero, as well as to determine the magnitudes of the concentrated forces that replace both the action of the stringers and the stress-strain state of the reinforced plate. The method of a small parameter, the theory of analytic functions, and the method for direct solution of singular integral equations were used. The problem posed is reduced to the problem of finding a conditional extremum. The method of Lagrange indefinite multipliers was used. The obtained solution to the inverse problem allows increasing the bearing capacity of the stringer plate.https://journal-me.com/wp-content/uploads/2020/10/2020_3_2_eng.pdfplatestringersequal strength holecrack
collection DOAJ
language English
format Article
sources DOAJ
author Minavar V. Mir-Salim-zade
spellingShingle Minavar V. Mir-Salim-zade
Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack
Journal of Mechanical Engineering
plate
stringers
equal strength hole
crack
author_facet Minavar V. Mir-Salim-zade
author_sort Minavar V. Mir-Salim-zade
title Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack
title_short Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack
title_full Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack
title_fullStr Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack
title_full_unstemmed Determination of the Equi-stress Hole Shape for a Stringer Plate Weakened by a Surface Crack
title_sort determination of the equi-stress hole shape for a stringer plate weakened by a surface crack
publisher NAS of Ukraine, A. Pidhornyi Institute of Mechanical Engineering Problems
series Journal of Mechanical Engineering
issn 2709-2984
2709-2992
publishDate 2020-09-01
description On the basis of the principle of equal stress, a solution is given to the inverse problem of determining the optimal shape of the hole contour for a plate weakened by a surface rectilinear crack. The plate is reinforced by a regular system of elastic stiffeners (stringers). The crack originates from the hole contour perpendicular to the riveted stringers. The plate is subjected to uniform tension at infinity along the stiffeners. The plate under consideration is assumed to be either elastic or elastic-plastic. The criterion that determines the optimal shape of the hole is the condition that there is no stress concentration on the hole surface and the requirement that the stress intensity factor in the vicinity of the crack tip be equal to zero. In the case of an elastic-plastic plate, the plastic region at the moment of nucleation should encompass the entire hole contour at once, without deep penetration. The problem posed is to determine the hole shape at which the tangential normal stress acting on the contour is constant, and the stress intensity factor in the vicinity of the crack tip is zero, as well as to determine the magnitudes of the concentrated forces that replace both the action of the stringers and the stress-strain state of the reinforced plate. The method of a small parameter, the theory of analytic functions, and the method for direct solution of singular integral equations were used. The problem posed is reduced to the problem of finding a conditional extremum. The method of Lagrange indefinite multipliers was used. The obtained solution to the inverse problem allows increasing the bearing capacity of the stringer plate.
topic plate
stringers
equal strength hole
crack
url https://journal-me.com/wp-content/uploads/2020/10/2020_3_2_eng.pdf
work_keys_str_mv AT minavarvmirsalimzade determinationoftheequistressholeshapeforastringerplateweakenedbyasurfacecrack
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