RESEARCHES OF CONCRETE FRACTURE STRENGTH OF THE BEAMS BY TYPE "3 BET-90" AND "3 BET-120"

Authors

  • P. M. Koval State Road Scientific and Research Institute named after M.P.Shulhin, Kiev, Ukraine
  • S. V. Stoyanovich NTU, Kiev, Ukraine

DOI:

https://doi.org/10.15802/stp2010/13185

Keywords:

study of fracture, prestressed beams

Abstract

In the article the designs of new bridge reinforced concrete beams «3 Bet-90» and «3 Bet-120» 18…33 m long are given. Their main technical characteristics are presented. The fracture strength of the beams under action of live loadings is analyzed.

Author Biographies

P. M. Koval, State Road Scientific and Research Institute named after M.P.Shulhin, Kiev

P. M. Koval

S. V. Stoyanovich, NTU, Kiev

S. V. Stoyanovich

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Published

2010-08-25

How to Cite

Koval, P. M., & Stoyanovich, S. V. (2010). RESEARCHES OF CONCRETE FRACTURE STRENGTH OF THE BEAMS BY TYPE "3 BET-90" AND "3 BET-120". Science and Transport Progress, (33), 118–121. https://doi.org/10.15802/stp2010/13185

Issue

No. 33 (2010): ISSUE 33

Section

TRANSPORT CONSTRUCTION

License

Copyright (c) 2021 P. M. Koval, S. V. Stoyanovich

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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