Symmetric cracking of a wedge by transverse displacements | Zendy

Finn Ouchterlony | Zendy

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Symmetric cracking of a wedge by transverse displacements

Author(s) -

Finn Ouchterlony

Publication year - 1980

Publication title -

journal of elasticity

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.678

H-Index - 61

eISSN - 1573-2681

pISSN - 0374-3535

DOI - 10.1007/bf00044506

Subject(s) - wedge (geometry) , transverse plane , geometry , stress field , plane (geometry) , stress intensity factor , boundary value problem , mathematics , field (mathematics) , boundary (topology) , mathematical analysis , physics , structural engineering , fracture mechanics , pure mathematics , finite element method , engineering , thermodynamics

Two path-independent integrals are used to determine the mode I stress intensity factors of two cases of a symmetrically cracked infinite wedge, subjected to transverse displacements of constant magnitude along the outer faces, in plane elastostatics. Results for two mode II cases are also given. The results are in closed forms. The successful use of the integrals depend firstly on the expansional invariance of the elastic fields, secondly on suitable forms of the boundary conditions, and thirdly on an inversely proportional far-field decay of the stresses.Upprättat; 1980; 20071107 (ysko

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