Experimental and theoretical studies of biaxially prestressed steel-fiber-concrete slabs

The article presents the results of experimental and theoretical studies of strength and deformability of steel-fiber concrete double-sided pre-stress slabs under the action of transverse loading. The simulation of such plates in the software complex LIRA-SAPR was performed taking into account the physical nonlinearity of materials. Please cite as: O. Zhuravskyi and A. Gorobetc, “Experimental and theoretical studies of biaxially prestressed steel-fiber-concrete slabs.,” USEFUL online journal, vol. 2, no. 3, pp. 10–14, Oct. 2018. DOI: https://doi.org/10.32557/useful-2-3-2018-0003