EXPERIMENTAL STUDY OF STRAIN AND FAILURE FEATURES OF REINFORCED CONCRETE FOLDED PLATE MODEL IN OUT-OF-LIMIT STATE
Study on model of concrete folded plate roof in out-of limit state at normal section. The paper presents some results of experimental and theoretical research on strain and failure features of concrete prismatic shell and comparing the results of the study to results of tests performed for similar structure of a real building. For tests, models of concrete ribbed slabs were designed as an object of study.