Vorschlag zur Verformungsberechnung von WIB-Brücken
| Author(s): |
A. Iliopoulos
|
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, August 2009, n. 8, v. 78 |
| Page(s): | 555-561 |
| DOI: | 10.1002/stab.200910069 |
| Abstract: |
A proposal for the calculation of deformations in concrete - encased steel beamsConcrete-encased steel beams are attractive solutions for railroad bridges with spans up to 25 meters. By this type of constructions the cracking of concrete is of great importance. In this article a calculation procedure is suggested, which is appropriate for evaluating deformations of steel-profiles integrated in concrete under service conditions. |
| Keywords: |
railroad bridge rail bridge crack formation rolled steel beam composite beam curvature approximate method rolled girder
|
| Available from: | Refer to publisher |
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10061213 - Published on:
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13/08/2014
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