A model of concrete where strength elements are random variables distributed according to the normal probability law is proposed.
DOI: 10.23968/1999-5571-2018-15-2-74-77
The paper presents data on the results of modeling the strength properties of concrete under biaxial compression, triaxial compression and short-term dynamic loading.
DOI: 10.23968/1999-5571-2017-14-2-107-111