Buckling analysis of periodic Vierendeel beams by a micro-polar homogenized model

DOI10.1007/s00707-020-02660-4zbMath1436.74022OpenAlexW3014691718MaRDI QIDQ776661

Francesco Penta

Publication date: 10 July 2020

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-020-02660-4

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Homogenization in equilibrium problems of solid mechanics (74Q05)

Related Items (1)

Self-moments stiffening effect and buckling strength of periodic Vierendeel beams

Cites Work

• Unnamed Item
• Microstructure-dependent couple stress theories of functionally graded beams
• A microstructure-dependent Timoshenko beam model based on a modified couple stress theory
• Effective couple-stress continuum model of cellular solids and size effects analysis
• Analysis of lateral track buckling using new frame-type equations
• Cosserat modeling of cellular solids
• Stability of beamlike lattice trusses
• On Saint-Venant's principle in pin-jointed frameworks
• Three-fold symmetry restrictions on two-dimensional micropolar materials
• Evaluation of the micropolar elasticity constants for honeycombs
• Derivation of microstructured continua from lattice systems via principle of virtual works: the case of masonry-like materials as micropolar, second gradient and classical continua
• Analogy between micropolar continuum and grid frameworks under initial stress
• Generalized continuum modeling of 2-D periodic cellular solids
• Mechanics of materials with periodic truss or frame micro-structures
• On the bounding of limit multipliers for combined loading

This page was built for publication: Buckling analysis of periodic Vierendeel beams by a micro-polar homogenized model