Using co-rotational method for cracked frame analysis
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Publication:725111
DOI10.1007/s11012-017-0796-9zbMath1392.74083OpenAlexW2769097159MaRDI QIDQ725111
Nima Gharaei-Moghaddam, Mohammad Rezaiee-Pajand
Publication date: 1 August 2018
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11012-017-0796-9
Timoshenko beamgeometrical nonlinearitystress intensity factoredge cracklinear elastic fracture mechanicsco-rotationalelement state determinationforce-based formulation
Cites Work
- Crack size identification using an expanded mode method
- Elastic beam finite element with a transverse elasto-plastic crack.
- Isogeometric boundary element methods for three dimensional static fracture and fatigue crack growth
- Extended isogeometric dynamic and static fracture analysis for cracks in piezoelectric materials using NURBS
- Complementarity problem arising from static growth of multiple cracks and MLS-based numerical manifold method
- Crack tip finite elements are unnecessary
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