A kinematic approach for peak load evaluation of concrete elements.

Articolo
Data di Pubblicazione:
2013
Citazione:
A kinematic approach for peak load evaluation of concrete elements / Pisano, A., Fuschi, P., De Domenico, D.. - In: COMPUTERS & STRUCTURES. - ISSN 0045-7949. - 119:(2013), pp. 125-139. [10.1016/j.compstruc.2012.12.030]
Abstract:
A limit analysis numerical procedure for the peak load evaluation of concrete elements is proposed. The 23 Menétrey–Willam criterion with cap in compression, settled in the Haigh–Westergaard coordinates, is 24 used for a 3D treatment of the problem. Standard experimental tests on concrete specimens are consid- 25 ered to validate the procedure by comparison between numerical and laboratory findings.
Tipologia CRIS:
1.1 Articolo in rivista
Keywords:
Limit analysis; Peak-loads; Menétrey–Willam-type yield criterion
Elenco autori:
Autori di Ateneo:
Link alla scheda completa:
https://iris.unirc.it/handle/20.500.12318/6064
Pubblicato in:
COMPUTERS & STRUCTURES
Journal