<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>3087</id>
    <completedYear/>
    <publishedYear>2023</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>459</pageFirst>
    <pageLast>470</pageLast>
    <pageNumber/>
    <edition/>
    <issue>1</issue>
    <volume>6</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2023-05-03</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Integral bridge with RS-Overpass technology : step into the future of standard highway overpasses</title>
    <abstract language="eng">Starting from Germany, the VFT bridge girder technology (prefabricated composite beam) has spread in several European countries in the last decades as further development of the standard steel-concrete composite solution. Its configuration fits perfectly to integral frame bridges built over existing infrastructure with the scope to minimize the traffic disturbance. In this paper a further development with the focus on cost efficiency in span ranges of 40-55 m is proposed: the RS-Overpass technology. The change consists in using standard rolled sections by adapting them into the integral frame bridge configuration, further enhancing the structural efficiency with the benefits of high-steel strength. The constructive details to achieve the polygonal form have been studied to allow easy fabrication and a maximal clearance height over highway traffic lanes. The RS-Overpass solution is conceived as the economic option of standard highway overpasses, with the aim of a overall construction cost reduction of 5%. The possibility of weathering steel or hot-dip galvanization create the unique offer for a maintenance-free solution.</abstract>
    <parentTitle language="eng">ce/papers</parentTitle>
    <identifier type="doi">10.1002/cepa.1928</identifier>
    <identifier type="issn">2509-7075</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Riccardo Zanon</author>
    <author>Dennis Rademacher</author>
    <author>Günter Seidl</author>
    <author>Daniel Pak</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Verwitterungsstahl</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verbundbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Autobahnbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Stahlbrücke</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
    <thesisPublisher>Fachhochschule Potsdam</thesisPublisher>
  </doc>
</export-example>
