Assessment of notched Polyvinyl chloride (PVC) tubular beams using the Theory of Critical Distances and Finite Element analysis
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2021Derechos
Attribution-NonCommercial-NoDerivatives 4.0 International
Publicado en
Procedia Structural Integrity 2021, 33, 97-106
Editorial
Elsevier B.V.
Enlace a la publicación
Palabras clave
Critical load
Fracture
Tubular cantilever beam
U-notch
Theory of critical distances
FEA
Resumen/Abstract
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.
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