Stability of columns with no tension strength and bounded compressive strength and deformability. I: Large eccentricity
From MaRDI portal
Publication:1870656
DOI10.1016/S0020-7683(02)00467-5zbMath1032.74556OpenAlexW2060350269MaRDI QIDQ1870656
Massimiliano Lucchesi, Anna De Falco
Publication date: 14 May 2003
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0020-7683(02)00467-5
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Explicit solutions of equilibrium problems in solid mechanics (74G05)
Related Items (3)
The influence of deflections on the static and dynamic behaviour of masonry columns ⋮ On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ Effects of material and geometric nonlinearities on the collapse load of masonry arches
This page was built for publication: Stability of columns with no tension strength and bounded compressive strength and deformability. I: Large eccentricity