Design of steel orthotropic decks on railway bridges
The static, dynamic and fatigue properties of orthotropic decks on steel railway bridges were investigated using both the theoretical and experimental methods. It has shown that the local stresses in the junction of the bridge deck, cross girder and longitudinal rib are important for the design. Bei...
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Veröffentlicht in: | Journal of constructional steel research 1998-04, Vol.46 (1-3), p.48-49 |
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container_title | Journal of constructional steel research |
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creator | Fryba, L |
description | The static, dynamic and fatigue properties of orthotropic decks on steel railway bridges were investigated using both the theoretical and experimental methods. It has shown that the local stresses in the junction of the bridge deck, cross girder and longitudinal rib are important for the design. Being fully welded, the orthotropic decks are sensitive to fatigue. Their reliability depends on the welding technology, on the quality of welds and on the sequence of welding operations. |
doi_str_mv | 10.1016/S0143-974X(98)00129-1 |
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Their reliability depends on the welding technology, on the quality of welds and on the sequence of welding operations.</description><subject>constructional details</subject><subject>dynamics</subject><subject>fatigue</subject><subject>orthotropic deck</subject><subject>statics</subject><subject>Steel railway bridges</subject><subject>technology</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1998</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLAzEUhYMoWKs_QchKdDGa18wkK5H6hIILFdyFNLmp0elkTKZK_73TVty6upvvnMP9EDqm5JwSWl08ESp4oWrxeqrkGSGUqYLuoBGVNS9KJfkuGv0h--gg53dCiFRcjpC4hhzmLY4e5x6gwTH1b7FPsQsWO7AfGccWJxOab7PCsxTcHPIh2vOmyXD0e8fo5fbmeXJfTB_vHiZX08KykvfDHFDrpXMz5sB4UTpZewqUCT-rgHLvZcVrpaRl3jrhDAemalsNiZqBBz5GJ9veLsXPJeReL0K20DSmhbjMmtVCEVrKASy3oE0x5wRedyksTFppSvTakd440msBWkm9caTpkLvc5mD44itA0tkGaC24kMD22sXwT8MPJOpvmQ</recordid><startdate>199804</startdate><enddate>199804</enddate><creator>Fryba, L</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>199804</creationdate><title>Design of steel orthotropic decks on railway bridges</title><author>Fryba, L</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c253t-97e1cf8ddb2deaf45d87f1e124fb6e13ff8637998c2fcd4da3e297c68dd72efe3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1998</creationdate><topic>constructional details</topic><topic>dynamics</topic><topic>fatigue</topic><topic>orthotropic deck</topic><topic>statics</topic><topic>Steel railway bridges</topic><topic>technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Fryba, L</creatorcontrib><collection>CrossRef</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of constructional steel research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Fryba, L</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Design of steel orthotropic decks on railway bridges</atitle><jtitle>Journal of constructional steel research</jtitle><date>1998-04</date><risdate>1998</risdate><volume>46</volume><issue>1-3</issue><spage>48</spage><epage>49</epage><pages>48-49</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>The static, dynamic and fatigue properties of orthotropic decks on steel railway bridges were investigated using both the theoretical and experimental methods. It has shown that the local stresses in the junction of the bridge deck, cross girder and longitudinal rib are important for the design. Being fully welded, the orthotropic decks are sensitive to fatigue. Their reliability depends on the welding technology, on the quality of welds and on the sequence of welding operations.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0143-974X(98)00129-1</doi><tpages>2</tpages></addata></record> |
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language | eng |
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source | ScienceDirect Journals (5 years ago - present) |
subjects | constructional details dynamics fatigue orthotropic deck statics Steel railway bridges technology |
title | Design of steel orthotropic decks on railway bridges |
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