<?xml version="1.0" encoding="UTF-8"?>
<records>
<record>
<language>eng</language>
<publisher>Science and Education Publishing</publisher>
<journalTitle>American Journal of Civil Engineering and Architecture</journalTitle>
<eissn>2328-3998</eissn>
<publicationDate>2013-04-07</publicationDate>
<volume>1</volume>
<issue>1</issue>
<startPage>47</startPage>
<endPage>51</endPage>
<doi>10.12691/ajcea-1-2-5</doi>
<publisherRecordId>AJCEA2013125</publisherRecordId>
<documentType>article</documentType>
<title language="eng">Unique Hennebique Bridges in Lublin, Poland</title>
<authors>
<author>
<name>Slawomir Karas</name>
<email>Corresponding author: s.karas@pollub.pl</email>
<affiliationId>1</affiliationId>
</author>
</authors>
<affiliationsList>
<affiliationName affiliationId="1">Road and Bridge Chair, Lublin University of Technology (LUT), Poland</affiliationName>

</affiliationsList>
<abstract language="eng">
  Seeking the origins of the reinforced concrete (RC) technology, one certainly meets the name of  François Hennebique. His genius and powerful organisation, known as <i>Le Béton Armé Systéme Hennebique</i>, were crusial for developing RC in theory and practice. And it is bridges that played a significant role in his activity. Nowadays, the city of Lublin, Poland, may pride itself on two bridges in Hennebique technology, the heritage of those great days. The following is a concise account of the successful restoration of one of the two bridges but also a presentation of the other one being in great need of renovation. The bridges mentioned above were constructed by the Polish engineer Marian Lutos?awski, who highly deserves being treated as a RC pioneer. The structure of Lublin's bridges was thoroughly examined in many aspects, especially by applying a FEM analysis, non-destructive methods and a testing compressive strength on the cores taken. The carrying load capacity was estimated in accordance with the Polish standards and Eurocodes. As a result of the restoration there appeared a possibility of formulating a thesis on the concept of the RC beam Hennebique bridges as a modified form of  beam wooden ones. The arguments which definitely prove the thesis have been formulated. Both of the bridges mentioned above constitute a significant contribution to the world's RC technical heritage.</abstract>
<fullTextUrl format="pdf">http://pubs.sciepub.com/ajcea/1/2/5/ajcea-1-2-5.pdf</fullTextUrl>
<keywords language="eng"><keyword>historic bridges</keyword>
<keyword>Hennebique</keyword>
<keyword>restoration</keyword>
<keyword>RC</keyword>
</keywords>
</record>
</records>
