Izvorni znanstveni članak
https://doi.org/10.21857/y26kec3z79
A new robust and computationally efficient numerical model for analysis of beam type structures
Ante Mihanović
; University of Split, Faculty of Civil Engineering, Architecture and Geodesy; Matice hrvatske 15, 21000 Split, Croatia
Hrvoje Smoljanović
Boris Trogrlić
Ante Munjiza
Sažetak
This paper presents a new numerical model for the analysis of beam type structures. The model uses two-noded rotation free finite elements and takes into account material non-linearity, finite displacements, finite rotations and finite strains. The presented numerical model has been implemented into the open source ‘Yfdem’, which is based on the Combined Finite Discrete Element Method. The performance of the new numerical model was demonstrated on simple benchmark tests, by a comparison with known experimental and analytical results.
Ključne riječi
numerical model; beam structures; finite-discrete element method
Hrčak ID:
242627
URI
Datum izdavanja:
31.7.2019.
Posjeta: 801 *