Calibration of constitutive models of steel beams subject to local buckling by using digital image correlation

DOI10.1016/j.euromechsol.2010.09.007zbMath1261.74003OpenAlexW2000626843WikidataQ58473766 ScholiaQ58473766MaRDI QIDQ1949053

Néstor Guerrero, Maria Eugenia Marante, Julio Flórez-López, Stéphane G. Roux, François Hild

Publication date: 25 April 2013

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2010.09.007

zbMATH Keywords

digital image correlationplastic hingeEuler-Bernoulli kinematicslumped damage mechanicssteel beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Bifurcation and buckling (74G60) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (1)

A dual domain decomposition method for finite element digital image correlation

Cites Work

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• Stress intensity factor measurements from digital image correlation: Post-processing and integrated approaches
• Three-dimensional analysis of reinforced concrete frames based on lumped damage mechanics.
• A stress scale in full-field identification procedures: a diffuse stress gauge
• Non-local behavior of plastic softening beams
• A simplified damage mechanics approach to nonlinear analysis of frames
• Extended digital image correlation with crack shape optimization
• Nonlinear FE analysis of structures under monotonic loads

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