Assessment of notched Polyvinyl chloride (PVC) tubular beams using the theory of critical distances and finite element analysis

  • Marcos Sánchez
  • , Sergio Cicero*
  • , Borja Arroyo
  • *Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

1 Citation (Scopus)

Abstract

This paper combines the Theory of Critical Distances (TCD) and Finite Element Analysis (FEA) to provide estimations of fracture loads in Polyvinyl chloride (PVC) tubular beams containing notch-type defects. The methodology is, however, theoretically applicable to any kind of material and component developing a predominant linear-elastic behavior. FEA is used to determine the stress field at the notch tip, which is then combined with one of the TCD failure criteria (the Point Method, PM) to derive the corresponding critical load. The results prove that this methodology provides reasonable predictions of fracture loads.

Original languageEnglish
Pages (from-to)97-106
Number of pages10
JournalProcedia Structural Integrity
Volume33
Issue numberC
DOIs
Publication statusPublished - 2021
Externally publishedYes
Event26th International Conference on Fracture and Structural Integrity, IGF26 2021 - Turin, Italy
Duration: 26 May 202128 May 2021

Keywords

  • Critical load
  • FEA
  • Fracture
  • Theory of critical distances
  • Tubular cantilever beam
  • U-notch

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