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Evaluation of the Torsional Strength of Thin-Walled RC Beams in Fire Conditions

  • CSTB
  • Université Paris-Est

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

In this contribution, a semi-analytical solution and two numerical models are applied to a thin-walled reinforced concrete (RC) beam in order to estimate its torsional moment strength in fire conditions. The semi-analytical solution and one of the numerical models rely on computing the shear strength of the four walls of the beam separately, while the second numerical model is applied to the whole cross-section considering the walls joined at the corners. The three methods are compared to each other, before being compared with an experimental result found in the literature. The comparison with the experimental result is given for several values of the effectiveness factor for the compressive strength of concrete in order to assess the relevance of the finite-element models and, indirectly, the semi-analytical solution for the torsional design of thin-walled RC beams.

Original languageEnglish
Title of host publicationAdvances in Direct Methods for Limit States of Structures and Materials - Algorithms and Applications
EditorsKonstantinos V. Spiliopoulos, Dieter Weichert
PublisherSpringer Science and Business Media Deutschland GmbH
Pages59-74
Number of pages16
ISBN (Print)9783032092021
DOIs
Publication statusPublished - 1 Jan 2026
Externally publishedYes
Event8th Workshop on Direct Methods in Limit States of Structures and Materials, 2026 - Athens, Greece
Duration: 11 Sept 202411 Sept 2024

Publication series

NameLecture Notes in Applied and Computational Mechanics
Volume104 LNACM
ISSN (Print)1613-7736
ISSN (Electronic)1860-0816

Conference

Conference8th Workshop on Direct Methods in Limit States of Structures and Materials, 2026
Country/TerritoryGreece
CityAthens
Period11/09/2411/09/24

Keywords

  • Fire
  • Torsional strength
  • Yield design
  • hin-walled RC beam

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