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Dealing with Defects and Strengthening Historical Steel Bridges

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00360706" target="_blank" >RIV/68407700:21110/23:00360706 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1080/10168664.2022.2080150" target="_blank" >https://doi.org/10.1080/10168664.2022.2080150</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1080/10168664.2022.2080150" target="_blank" >10.1080/10168664.2022.2080150</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Dealing with Defects and Strengthening Historical Steel Bridges

  • Original language description

    This paper describes traditional strengthening methods and proposes new approaches for strengthening historical steel bridges with the use of modern materials. There is a discussion of known bridge-strengthening methods, and several new ways to strengthen bridges are proposed. The first section presents the history of steel bridges, and discusses structural materials and bridge design. Types of structures and decks used for railway and roadway traffic are mentioned. This section also describes how the materials were joined, and how they were assembled by riveting. The second section lists the flaws and defects that typically occur on historical steel bridges. Each defect is described with respect to its origin, its effect on the structure and possible consequences. This section also introduces the main points that should be investigated when inspecting a steel bridge. The third section discusses ways of strengthening steel bridges. Issues to consider when choosing the most suitable strengthening method are introduced. Traditional methods are presented, followed by modern strengthening methods. The benefits and drawbacks of each method are listed. Finally, new strengthening methods with the use of modern materials such as shape memory alloys, ultra high performance concrete and carbon-fibre-reinforced polymers are proposed.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2023

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Structural Engineering International

  • ISSN

    1016-8664

  • e-ISSN

    1683-0350

  • Volume of the periodical

    33

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    CH - SWITZERLAND

  • Number of pages

    11

  • Pages from-to

    195-205

  • UT code for WoS article

    000875029400001

  • EID of the result in the Scopus database

    2-s2.0-85141017972