Affiliation:
1. Bridge Development Leader, ArcelorMittal Europe – Long Products, Steligence Construction Engineering, Esch-sur-Alzette, Luxemburg (corresponding author: )
2. Senior Technical Sales Engineer & Business Development, ArcelorMittal Europe – Long Products, Steligence, Solihull, UK
Abstract
Filler beam bridge constructions with hot-rolled steel sections at close centres and filled with concrete meet all the requirements of small- and medium-span railway bridges. Filler beam bridges have thus been used for many years with considerable success, in particular where construction depth restrictions are relevant for the design. Moreover, they are perfectly suitable for use with high-speed railway lines. Since the late 1970s, various railway companies have established standard designs with guidelines, supplemented with calculation tables that correspond to their own rules. Some of these guidelines have become outdated with introduction of the Eurocodes. However, since on one hand there is growing interest in this type of construction and, on the other, a desire to evaluate large amounts of design data economically, there is a need for a calculation tool that enables quick, efficient and reliable designs. For this reason, new design tables for filler beam bridges in the German high-speed railway network up to 350 km/h have been developed, which enable a quick and direct evaluation of all relevant cross-sectional data of single-track single-span bridges in the span range 5–35 m without costly statics. The tables and the software, with which the tables were generated, are shown in this article.
Subject
Building and Construction,Civil and Structural Engineering
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Editorial;Proceedings of the Institution of Civil Engineers - Bridge Engineering;2020-09