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Two-layer beams of reinforced concrete and steel-polymer concrete

Davydov, S.S. / Solomatov, V.I. / Shvidko, Ya.I.

Tests of five series of beams with cross section of 10×20 cm, 120 cm long, with polymer-concrete layer of 0 to 95 mm, established optimum thickness of layer in expanded area and basic principles of behavior of combined beams under defecting forces; test results showed that utilization of components described makes it possible to reject in most cases prestressing of reinforcement. (28908)

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Two-layer beams of reinforced concrete and steel-polymer concrete

Davydov, S.S. / Solomatov, V.I. / Shvidko, Ya.I.

Tests of five series of beams with cross section of 10×20 cm, 120 cm long, with polymer-concrete layer of 0 to 95 mm, established optimum thickness of layer in expanded area and basic principles of behavior of combined beams under defecting forces; test results showed that utilization of components described makes it possible to reject in most cases prestressing of reinforcement. (28908)

Two-layer beams of reinforced concrete and steel-polymer concrete

Davydov, S.S. / Solomatov, V.I. / Shvidko, Ya.I.

Tests of five series of beams with cross section of 10×20 cm, 120 cm long, with polymer-concrete layer of 0 to 95 mm, established optimum thickness of layer in expanded area and basic principles of behavior of combined beams under defecting forces; test results showed that utilization of components described makes it possible to reject in most cases prestressing of reinforcement. (28908)

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Title:

Two-layer beams of reinforced concrete and steel-polymer concrete

Additional title:

Beton i Zhelezobeton

Contributors:

Davydov, S.S. (author) / Solomatov, V.I. (author) / Shvidko, Ya.I. (author)

Published in:

Beton i Zhelezobeton

Publication date:

1969

Size:

3 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

Russian

Keywords:

Beams and girders

© Metadata Copyright Elsevier B. V. All rights reserved.

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