Građevinar, Vol. 65 No. 04., 2013.
Pregledni rad
https://doi.org/10.14256/JCE.770.2012
Nonlinear analysis of engineering structures by combined finite-discrete element method
Hrvoje Smoljanović
Nikolina Živaljić
Željana Nikolić
Sažetak
A numerical model for dynamic analysis of dry-stone masonry and reinforced-concrete structures, based on the combined finite-discrete element method (FEM/DEM), is presented in the paper. This model describes behaviour of such structures when exposed to dynamic load, crack initiation and propagation, energy dissipation mechanisms due to non linear effects, inertial effects due to motion, contact impact and achievement of the state of rest as a consequence of energy dissipation mechanisms in the system.
Ključne riječi
combined finite-discrete element method (FEM/DEM); stone masonry structure; reinforced concrete structure; dynamic load
Hrčak ID:
101026
URI
Datum izdavanja:
3.5.2013.
Posjeta: 3.745 *