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Structural failure assessment system exemplified by dumbbell-shaped CFST arch

  • Kaikai Zheng
  • , Baochun Chen
  • , Kangkang Yang
  • , Yuang Deng
  • , Jun Shi*
  • , Guangchun Zhou
  • *Corresponding author for this work
  • School of Civil Engineering
  • School of Civil Engineering, Harbin Institute of Technology
  • Fuzhou University

Research output: Contribution to journalArticlepeer-review

Abstract

The study of structural failure law is the basis of structural safety assessment, but engineering structures present complex nonlinearities and diversity, which make it difficult to analyze the failure laws of structures. However, the failure of ductile structure is a process of quantitative cumulation to qualitative change, and this turning point is the key to structural failure analysis. Based on this view, we propose a new system for structural failure assessment, which includes the identification of mutation locations, strain data visualization, structural internal force estimation, and finite element stochastic simulation, etc. Moreover, every new method is compared and validated. Experimental data of a dumbbell CFST arch model are used throughout the paper for illustration. Finally, the time-varying failure probability of the whole structure is evaluated. In summary, this paper organically combines experiment, simulation and engineering practice to provide a new approach to structural safety analysis, structural health monitoring and structural design.

Original languageEnglish
Article number115987
JournalEngineering Structures
Volume284
DOIs
StatePublished - 1 Jun 2023
Externally publishedYes

Keywords

  • Dumbbell-shaped CFST
  • Failure threshold
  • Internal force estimation
  • Reliability analysis
  • Stress field
  • Structural failure assessment

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