Academic Journals Database
Disseminating quality controlled scientific knowledge

EXPERIMENTAL RESEARCH OF EFFICIENCY OF DISPERSE REINFORCEMENT OF STRETCHED ZONE OF FLEXURAL CONCRETE ELEMENTS

ADD TO MY LIST
 
Author(s): V. S. Izotov, R. Kh. Mukhametrakhimov, L. S. Sаbitov

Journal: Scientific Herald of the Voronezh State University of Architecture and Civil Engineering
ISSN 2075-0811

Volume: 9;
Issue: 1;
Start page: 78;
Date: 2011;
Original page

Keywords: disperse reinforcement | fibrous concrete | materials consumption | flexural strength | impact elasticity | fracture strength

ABSTRACT
Problem statement. The method of disperse reinforcement of flexural concrete elements by fiber introduction in concrete stretched zone is described.Results and conclusions. The method provides more efficient use and economy of disperse rein-forcement, materials consumption reduction at the maintenance of specified flexural strength, high impact elasticity, and fracture strength. The comparative assessment of disperse reinforcement efficiency for two types of metal fibers is given at reinforcement of stretched zone of flexural concrete elements is made for the first time.

Tango Rapperswil
Tango Rapperswil

    
RPA Switzerland

Robotic Process Automation Switzerland