2009
DOI: 10.3103/s1052618809030066
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Experimental numerical method of loading estimation for structures with surface cracks

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Cited by 7 publications
(10 citation statements)
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“…The model includes regions with different structures of the element mesh and its sizes. Embedding the crack volume into the FE model is performed by means of the macro “crack,” which contains the following features: ‐ geometry of the curvilinear crack front can be arbitrary, but it should be smooth and lying in the crack plane (only coplanar crack is possible); ‐ crack front volume with mapped mesh of singular elements (quadratic elements with the midside nodes placed at the quarter points) is created along the crack front; ‐ the crack front can pass through several geometric volumes of the solid model. It is especially convenient for modeling of intersecting cracks; and ‐ the numerical procedure of the crack building supports the case of crack intersection at different positions. …”
Section: Model Of Fatigue Crack Propagation In the Presence Of Residumentioning
confidence: 99%
“…The model includes regions with different structures of the element mesh and its sizes. Embedding the crack volume into the FE model is performed by means of the macro “crack,” which contains the following features: ‐ geometry of the curvilinear crack front can be arbitrary, but it should be smooth and lying in the crack plane (only coplanar crack is possible); ‐ crack front volume with mapped mesh of singular elements (quadratic elements with the midside nodes placed at the quarter points) is created along the crack front; ‐ the crack front can pass through several geometric volumes of the solid model. It is especially convenient for modeling of intersecting cracks; and ‐ the numerical procedure of the crack building supports the case of crack intersection at different positions. …”
Section: Model Of Fatigue Crack Propagation In the Presence Of Residumentioning
confidence: 99%
“…:Registration of the displacement fields and data e i * establishment. Generation of the pseudo‐experimental (numerical) e i * data by means of a numerical experiment.Creation of a so‐called response bank (RB) that is a mathematical analogue of the FE model of the half‐space with the surface crack. It allows calculating the displacements e i in measurement points corresponding to e i * in case of arbitrary values of the searching parameters P = { b , s X , s Y }.Solution of a minimization problem.…”
Section: Statement Of the Problemmentioning
confidence: 99%
“…It should be noted that the use of a special objective function and subsequent solutions is needed in the case of complicated non‐homogenous stress field or mixed‐mode loading …”
Section: Computational Toolmentioning
confidence: 99%
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“…The problem can be solved by two steps. Firstly, the parameters b, σx, σy should be estimated by the following procedure [3]:  generation of the experimental data (ei * ) for the displacement fields; O T  creation so-called "response bank" which is mathematical analog of the FE model of the half-space with the surface crack. It allows calculating the values of the displacements in measurement points (ei) corresponding to ei * in case arbitrary values of the searching parameters (b, σx, σy);  solution of a minimization problem.…”
Section: Statement Of the Problemmentioning
confidence: 99%