Građevinar, Vol. 70 No. 09., 2018.
Izvorni znanstveni članak
https://doi.org/10.14256/JCE.2404.2018
Punching shear strength of eccentrically loaded RC flat slabs without transverse reinforcement
Zoran Brujić
Danijel Kukaras
Radomir Folić
Sohela Ali
Arpad Čeh
Sažetak
The effects of moment transfer at the flat-slab-inner-column connection, and the influence of concrete strength on the punching resistance of slabs, are analysed in the paper. Seven full scale specimens are investigated experimentally and numerically. The results are presented as load-rotation curves and compared with the critical shear crack theory (CSCT) failure criterion, and with other comparable expressions. A detailed nonlinear FEM analysis, involving calibration of model with experimental data, is conducted to ensure better correspondence of numerically obtained load-rotation relationship with experimental results.
Ključne riječi
reinforced concrete; critical shear crack theory; flat slabs; eccentric punching; FEM
Hrčak ID:
207198
URI
Datum izdavanja:
23.10.2018.
Posjeta: 1.855 *