1980
DOI: 10.1016/0142-1123(80)90014-6
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Application of finite element analysis techniques for predicting crack propagation in lugs

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1983
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Cited by 23 publications
(9 citation statements)
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“…To this end a better representation of the load distribution will be attempted. Gencoz et al [16], in photoelasticity experiments, observed that the cosine load distribution, as used before, does not produce an adequate stress distribution as compared to the photoelasticity results. In a trialand-error iteration procedure, they obtained a formula for the load distribution that resulted in a better representation of the stress distribution.…”
Section: Finite Element Methodsmentioning
confidence: 94%
“…To this end a better representation of the load distribution will be attempted. Gencoz et al [16], in photoelasticity experiments, observed that the cosine load distribution, as used before, does not produce an adequate stress distribution as compared to the photoelasticity results. In a trialand-error iteration procedure, they obtained a formula for the load distribution that resulted in a better representation of the stress distribution.…”
Section: Finite Element Methodsmentioning
confidence: 94%
“…Using the same approach as in [7], [8] and [9] the crack geometry was considered equivalent to an edge-crack in a semi-infinite plate as the crack length approached zero. As a function of the stress at the crack initiation site, this configuration yields a geometry factor of 1.1215.…”
Section: Afgrow Implementationmentioning
confidence: 99%
“…Aberson and Anderson [17] used a special crack-tip singularity element to compute the stress intensity factors for a crack in a nonsymmetrical aircraft lug of an engine pylon. Using two dimensional FEM, Gencoz et al [18] reproduced the stresses observed in photoelastic models of the lugs with a special stress distribution. Pin-loaded lugs were analyzed in the presence of cracks emanating from circular holes of the lugs by Narayana et al [19].They used finite element model with special singular six-node quadrilateral elements at the crack tip.…”
Section: Introductionmentioning
confidence: 96%
“…Many analytical and numerical efforts are performed to obtain SIF for different crack configurations such as elliptical cracks, through-thickness cracks, elliptical corner cracks for infinite, finite plates as well as attachment lugs [10][11][12][13][14][15][16][17][18][19][20][21][22]. Raju and Newman [10][11][12][13] evaluated SIF for different corner cracks using some analytical solutions.…”
Section: Introductionmentioning
confidence: 99%