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Guo Wanlin
Researcher at Xi'an Jiaotong University
Publications - 6
Citations - 241
Guo Wanlin is an academic researcher from Xi'an Jiaotong University. The author has contributed to research in topics: Fracture mechanics & Crack closure. The author has an hindex of 5, co-authored 6 publications receiving 224 citations. Previous affiliations of Guo Wanlin include Nanjing University of Aeronautics and Astronautics.
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Elasto-plastic three-dimensional crack border field—III. Fracture parameters
TL;DR: In this article, the variations of the amplitude of the stress field, the triaxiality of stress and the crack tip opening displacement against the Triaxial stress constraint T = are analyzed in detail based on the work of Part I and Part II of this study.
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Elastic-plastic analysis of a finite sheet with a cold-worked hole
TL;DR: In this paper, an exact elastic-plastic solution is obtained for the residual stress and strain field in a finite circular sheet having a cold-worked or interference fitted hole on the basis of J2 deformation theory together with a modified Ramberg-Osgood law.
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Fatigue crack closure under triaxial stress constraint—I. Experimental investigation
TL;DR: In this article, the uncertainties associated with different techniques of closure measurement as well as the thickness effects are analysed, and it is shown that the global compliance based methods cannot reflect the shielding effect of closure upon the crack tip strain intensification sufficiently.
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Fatigue crack closure under triaxial stress constraint. II: Analytical model
TL;DR: In this paper, an analytical model for fatigue crack closure under triaxial stress constraint is established based on a modified Dugdale model as well as the asymptotic solution of three dimensional cracks.
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Stress intensity factors for corner cracks at holes subjected to biaxial and pin loads
TL;DR: In this paper, stress intensity factors of corner cracks emanating from fastener holes in finite plates subjected to biaxial load and three types of pin load were obtained on the basis of SIFs for through cracks by introducing of modifying factors for corner crack geometries, which are evaluated by empirical fit for some carefully selected numerical results.