The dynamic behaviour of slender structures with cross-sectional cracks
DOI10.1016/0022-5096(83)90003-0zbMath0515.73093OpenAlexW1980870763MaRDI QIDQ1052155
Publication date: 1983
Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0022-5096(83)90003-0
dynamic modeleigenfrequenciesbeams with cross-sectional crackscompared to experimentally obtained eigenfrequenciesconsistent, static flexibility matrixdifferent crack lengths and crack positionsedge-cracked cantilevered beammatrix can be determined from integration of these factorsstatic finite element calculationsstatic stress intensity factors are known
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Stress concentrations, singularities in solid mechanics (74G70) Finite element methods applied to problems in solid mechanics (74S05) Brittle damage (74R05)
Related Items
Uses Software
Cites Work