Title: Stress-Strain Behavior (SSB) of Steel Fiber Concrete

Author(s): Dmitriy Kapustin, Leis Zeid Kiliani, and Rostislav Krasnovsky

Publication: Symposium Paper

Volume: 326

Issue:

Appears on pages(s): 63.1-63.10

Keywords: steel fiber concrete, SSB, numerical and physical experiment, pseudoplastic strain

DOI: 10.14359/51711046

Date: 8/10/2018

Abstract:
Modern state of computing technologies enables creating and using complex mathematical models of mechanical systems reflecting mechanical characteristics of materials and interaction of them under structure loading. Physical experiment is the justification of validity of numerical model. Combination of numerical and physical experiment was made in process of study of combined action of concrete and steel fiber reinforced concrete (SFRC) in a flexural concrete beam, in compression and tension sides of which there have been installed SFRC sheets working as stay-in-place forms.