Published May 1979 | Version v1
Journal article Metadata-only

Increase in cellular concrete resistance to brittle fracture

Creators

  • 1. Voronezhskij Inzhenerno-Stroitel'nyj Inst. (USSR)

Description

Considered are theoretical premises of decrease in cellular concrete resistance to brittle fracture at the expense of dispersed reinforcement. It is stated experimentally that the introduction of 3% asbestos fibers permits to increase the ultimate extensibility and strength during cellular concrete tension by 15-30% and to increase in unit rupture work 1.4-1.6 time more and therefore to decrease its brittleness

Additional details

Additional titles

Original title (Russian)
Повышение сопротивления ячеистого бетона хрупкому разрушению

Publishing Information

Journal Title
Beton Zhelezobeton
Journal Issue
no.5
Series
Beton Zhelezobeton.
ISSN
0005-9889

INIS

Country of Publication
Russian Federation
Country of Input or Organization
USSR
INIS RN
11517046
Subject category
S36: MATERIALS SCIENCE;
Descriptors DEI
FILAMENTS; FRACTURE PROPERTIES; REINFORCED CONCRETE; TENSILE PROPERTIES
Descriptors DEC
BUILDING MATERIALS; COMPOSITE MATERIALS; CONCRETES; MECHANICAL PROPERTIES; REINFORCED MATERIALS