Elasto-Plastic Fracture Analysis of Finite-Width Cracked Stiffened Plate

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Thispaper adopts the crack line-field method to analyze finite-width stiffenedplates with central through I-type crack under uniaxial tensile loading. Themethod completely abandons the small scale yield hypothesis. The plastic stressand strain fields at crack tips and the plastic-zone length can be accurately determinedby combining with equivalent shear stress of Westergaard stress function in theposition of stiffener. It can be seen from the illustrative example that theresults of the paper agree well with those by finite element method.

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1052-1057

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January 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yi Z J. The most recent solutions of near crack line fields for mode iii cracks. Engineering Fracture Mechanics. 1994, (47): 147-155.

DOI: 10.1016/0013-7944(94)90245-3

Google Scholar

[2] Yi Z J, Wang S J, Wang X J. Precise solutions of elastic-plastic crack line fields for cracked plate loaded by anti-plane point forces. Engineering Fracture Mechanics, 1997, 50: 75-83.

DOI: 10.1016/s0013-7944(97)00003-9

Google Scholar

[3] Achenbach J D, Li Z L. Plane stress crack line fields for crack growth in an elastic-Perfectly plastic material, Engineering Fracture Mechanics, 1984, (20): 534-544.

DOI: 10.1016/0013-7944(84)90058-4

Google Scholar

[4] Yi Z J. Precise solutions of elastic-plastic crack line fields for cracked plate loaded by anti-plane point forces. Engineering Fracture Mechanics. 1997, (1): 57-83.

DOI: 10.1016/s0013-7944(97)00003-9

Google Scholar

[5] Guo Qianxin, Li Kerong. Plastic deformation ahead of a plane stress tensile crack growth in an elastic-Perfectly Plastic solid, Engineering Fracture Mechanics. 1987, (28): 139-146.

DOI: 10.1016/0013-7944(87)90209-8

Google Scholar

[6] Yi Z H, Wang S J. Exact Solutions of near crack line fields for model I crack under plane stress condition in an elastic-plastic solid. Applied Mathematics and Mechanics. 1996, (4): 336-342. (in Chinese).

DOI: 10.1007/bf00193798

Google Scholar

[7] Hult J A, McClintoek F A. Elastic-plastic stress and strain distribution around sharp notches under repeated shear. Proc. 9th. Int. Congr. APPl. Mech, 1957, (8): 51-58.

Google Scholar

[8] Calvin Rans, Riccardo Rodi, René Alderliesten. Analytical prediction of Mode I stress intensity factors for cracked panels containing bonded stiffeners. Engineering Fracture Mechanics, 2013, (97): 12-29.

DOI: 10.1016/j.engfracmech.2012.11.001

Google Scholar

[9] Vlieger H. The residual strength characteristics of stiffened panels containing fatigue cracks. Engineering Fracture Mechanics, 1973, (5): 47-70.

DOI: 10.1016/0013-7944(73)90033-7

Google Scholar