Log-composite bridge decks in Brazil: requirements and applications

Author: Luiz Miotto, Jose;Calil, Carlito, Jr.;Alves Dias, Antonio

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Log-composite bridge decks in Brazil: requirements and applications

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Author
Luiz Miotto, Jose;Calil, Carlito, Jr.;Alves Dias, Antonio
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Luiz Miotto, Jose;Calil, Carlito, Jr.;Alves Dias, Antonio

Citation

The Structural Engineer, Volume 87, Issue 2, 2009

Date published

N/A

Author

Luiz Miotto, Jose;Calil, Carlito, Jr.;Alves Dias, Antonio

Citation

The Structural Engineer, Volume 87, Issue 2, 2009

Price

Standard: £10 + VAT
Members/Subscribers: Free

Timber bridges play a major role in the distribution of Brazil's agricultural products. Most of these bridges are located on secondary roads, whose maintenance is minimal. This neglect is reflected in the bridges, which usually show signs of degradation, putting their users' safety at risk and restricting the transportation of products and people. Log beams - especially of Eucalyptus - are particularly suitable for the construction of bridges on secondary roads because they are widely available, have a low cost, and possess excellent structural properties. Additionally, log beams are suitable members for bridge spans of 10 to 12m, which are typical of bridges on secondary roads. Bridges with log-concrete composite decks composed of log beams laid along the length of the bridge, covered with a layer of reinforced concrete attached to the beams by means of steel connectors, have been studied and built by Brazilian researchers. These researches aim to provide alternatives for bridge construction, offering cost and safety benefits on these roads. Two case studies are presented here of bridges with log-concrete composite decks, both located in the state of São Paulo, Brazil. Our analysis of the performance of these bridges confirms that the combination of reinforced concrete and timber offers advantages over decks made solely of timber, especially in terms of stiffness and durability.

José Luiz Miotto, MSc, CEng
Carlito Calil Junior, DSc, CEng
Antonio Alves Dias, DSc, CEng

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Format:
PDF
Publisher:
The Institution of Structural Engineers

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Issue 2

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