Exact solution of the multi-cracked Euler-Bernoulli column

From MaRDI portal
Publication:837210

DOI10.1016/j.ijsolstr.2007.09.022zbMath1169.74457OpenAlexW2051369397MaRDI QIDQ837210

I. Caliò', Salvatore Caddemi

Publication date: 10 September 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2007.09.022




Related Items (21)

Response probability density function for multi-cracked beams with uncertain amplitude and position of cracksOrdinary differential equations with point interactions: an inverse problemBending of Timoshenko beam with effect of crack gap based on equivalent spring modelFirst order solutions for the buckling loads of weakened Timoshenko columnsClosed-form solutions for Euler-Bernoulli arbitrary discontinuous beamsThe influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracksClosed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supportsA necessary modification for the finite element analysis of cracked members detection, construction, and justificationA novel beam finite element with singularities for the dynamic analysis of discontinuous framesNonlinear analysis of frame structural systems based on closed form solutions of thin beam-columns with multiple strong axial and rotation embedded discontinuitiesBuckling of Beams and Columns with DefectsGeneralised Functions for Modelling Singularities: Direct and Inverse ProblemsOrdinary differential equations with singular coefficients: an intrinsic formulation with applications to the Euler-Bernoulli beam equationA transfer matrix method capable of determining the exact solutions of a twisted Bernoulli-Euler beam with multiple edge cracksDynamic behavior of a prestressed concrete bridge with a switching crack subjected to moving trainsComparison of machine learning methods for crack localizationNatural vibrations of stepped nanobeams with defectsTensile and compressive buckling of columns with shear deformation singularitiesThe Hu–Washizu variational principle for the identification of imperfections in beamsA novel stiffness/flexibility-based method for Euler-Bernoulli/Timoshenko beams with multiple discontinuities and singularitiesA new finite element analysis of free axial vibration of cracked bars



Cites Work


This page was built for publication: Exact solution of the multi-cracked Euler-Bernoulli column