Numerical Benchmark: Simulation of the Flexural Tensile Test for Fibre Reinforced Concrete

Research output: Contribution to book/Conference proceedings/Anthology/Report › Chapter in book/Anthology/Report › Contributed › peer-review

Contributors

  • Johannes Storm - , Chair of Structural Analysis (Author)
  • Vladislav Gudžulić - , Ruhr University Bochum (Author)
  • Lena Gietz - , Technical University of Braunschweig (Author)
  • Gregor Gebuhr - , University of Wuppertal (Author)
  • Jan-Paul Lanwer - , Technical University of Braunschweig (Author)
  • Michael Kaliske - , Chair of Structural Analysis (Author)
  • Günther Meschke - , Ruhr University Bochum (Author)
  • Ursula Kowalsky - , Technical University of Braunschweig (Author)
  • Dieter Dinkler - , Technical University of Braunschweig (Author)
  • Steffen Anders - , University of Wuppertal (Author)
  • Martin Empelmann - , Technical University of Braunschweig (Author)

Abstract

The development of numerical models to predict the deterioration behaviour of fibre-reinforced high-performance concrete presents significant challenges. Existing approaches balance predictive accuracy and computational efficiency in varying ways. This chapter compares different models developed within the DFG Priority Programme SPP 2020. The performance of these models is evaluated against experimental results of flexural tensile tests on steel-fibre-reinforced concrete and under low-cycle fatigue loading.

Details

Original languageEnglish
Title of host publicationCyclic Deterioration of High-Performance Concrete
EditorsNadja Oneschkow, Ludger Lohaus
PublisherSpringer Nature Switzerland
Chapter17
Pages373-394
Number of pages22
ISBN (electronic)978-3-032-19394-0
ISBN (print)978-3-032-19393-3, 978-3-032-19396-4
Publication statusPublished - 23 Aug 2026
Peer-reviewedYes

External IDs

ORCID /0000-0002-6115-6493/work/224856639
unpaywall 10.1007/978-3-032-19394-0_17
Mendeley 90c9cb87-9b77-3798-a4a1-38dff52b7533

Keywords

ASJC Scopus subject areas

Keywords

  • Cohesive zone model, Discrete fibre model, Hybrid-mixed FEM, Numerical benchmark, Steel-fibre-reinforced concrete