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 language | English |
|---|---|
| Pages (from-to) | 97-106 |
| Number of pages | 10 |
| Journal | Procedia Structural Integrity |
| Volume | 33 |
| Issue number | C |
| DOIs | |
| Publication status | Published - 2021 |
| Externally published | Yes |
| Event | 26th International Conference on Fracture and Structural Integrity, IGF26 2021 - Turin, Italy Duration: 26 May 2021 → 28 May 2021 |
Keywords
- Critical load
- FEA
- Fracture
- Theory of critical distances
- Tubular cantilever beam
- U-notch