Improvement of Load-Bearing Tubular Beam Section Analysis of Bridge Spans

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Authors: A. A. Alekseev, A. V. Kartopoltsev
Cited by: 1
References: 1

Abstract

Steel-reinforced concrete bridges with load-bearing tubular beams are effective for small and medium spans. The increased load-bearing capacity due to the elastoplastic operation of the tubular beam section reflects the relevance of their application in the bridge construction. Purpose: The aim is to improve the section analysis using rational shape of the beam section and elastoplastic state. Research findings : The improved section analysis of steel concrete tubular beams shows changes not only in bending, but also bending-torsional stiffness of sections in superstructures and identifies ways for their optimization.

Fields of Study & Subjects

Structural Load-Bearing Analysis Structural Behavior of Reinforced Concrete Structural Engineering and Vibration Analysis

Publication details

Journal / source
Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel nogo universiteta JOURNAL of Construction and Architecture
Publisher
Tomsk State University of Architecture and Building
Volume
27
Issue
6
Pages
227–241
Publication date
10 January 2026