Manual Composite Construction

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As concerns the interpretation and further processing of the results, there is the problem that reactions are determined separately for the beam and area elements. With the so-called design objects the reactions of any elements at defined sections can be sum up to 'gross section internal forces'. These are required, for example, for the section-related checks.


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For the illustrated twin-span girder the stress and internal forces are to be ascertained from the load as well as the redistribution from creep and shrinkage. A possible structure model is shown in the next figure. The steel girder is represented by a rolled girder HEA and the concrete section by an eccentrically linked polygon.

As concerns the interpretation and further processing of the results, there is the problem that reactions are determined separately for the beam and area elements. With the so-called design objects the reactions of any elements at defined sections can be sum up to 'gross section internal forces'.

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These are required, for example, for the section-related checks. The following figure shows the section of a simple one-span bridge, built with prefabricated parts and a subsequently applied slab of in-situ concrete. A possible structure model is shown in the next figure.

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The prefabricated parts are modeled using beam elements, and the roadway slab using eccentrically coupled prismatic shell structure elements. In the first construction stage only the prestressed, precast girders exist beam elements.

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View Section, Table of Contents. View Section, Part I. Keynote Paper. View Section, 1.

Composite Construction

View Section, Part II. Bridges and Columns. View Section, 2. View Section, 3. View Section, 4.