PSI - Issue 54

Behzad V. Farahani et al. / Procedia Structural Integrity 54 (2024) 638–644 Behzad V. Farahani et al./ Structural Integrity Procedia 00 (2023) 000–000

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denoising ESPI fringe patterns with variable density. Optics and Lasers in Engineering , 119 , 77–86. https://doi.org/https://doi.org/10.1016/j.optlaseng.2019.03.015 Elber, W. (1970). Fatigue crack closure under cyclic tension. Engineering Fracture Mechanics , 2 , 37–45. Elber, W. (1971). The significance of fatigue crack closure. In ASTM – STP 486 (pp. 230–242). Eremin, A., Panin, S., Sunder, R., & Berto, F. (2017). DIC Study of Fatigue Crack Growth after Single Overloads Esteves, C., Braga, D. F. O., Farahani, B. V, Moreira, P. M. G. P., Baptista, R., & Infante, V. (2022). A 2D numerical modelling of plasticity induced crack closure on MT specimens. Theoretical and Applied Fracture Mechanics , 122 , 103668. https://doi.org/https://doi.org/10.1016/j.tafmec.2022.103668 Farahani, B. V, Amaral, R., Tavares, P. J., Moreira, P. M., & Santos, A. dos. (2020). Material characterization and damage assessment of an AA5352 aluminium alloy using digital image correlation. The Journal of Strain Analysis for Engineering Design , 55 (1–2), 3–19. https://doi.org/10.1177/0309324719892727 Farahani, B. V., Barros, F., Sousa, P. J., Cacciari, P. P., Tavares, P. J., Futai, M. M., & Moreira, P. (2019). A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel. Tunnelling and Underground Space Technology , 91 , 102995. https://doi.org/10.1016/J.TUST.2019.102995 Farahani, B. V., Direito, F., Sousa, P. J., Tavares, P. J., Infante, V., & Moreira, P. P. M. G. (2022). Crack tip monitoring by multiscale optical experimental techniques. International Journal of Fatigue , 155 , 106610. https://doi.org/10.1016/J.IJFATIGUE.2021.106610 Gómez-Méndez, G. A., Martínez-García, A., Serrano-García, D. I., Rayas-Álvarez, J. A., Pérez, A. M., Islas-Islas, J. M., & Toto-Arellano, N. I. (2021). Measurement in-plane deformations in electronic speckle pattern interferometry using phase-shifting modulated by polarization. Optics Communications , 498 , 127245. https://doi.org/10.1016/J.OPTCOM.2021.127245 Hack, E., Steiger, T., & Sadouki, H. (1995). Application of Electronic Speckle Interferometry (ESPI) To Observe the Process Zone. In Folker H. Wittmann (Ed.), Fracture Mechanics of Concrete Structures (pp. 229–238). NOWELL, D., PAYNTER, R. J. H., & DE MATOS, P. F. P. (2010). Optical methods for measurement of fatigue crack closure: moiré interferometry and digital image correlation. Fatigue & Fracture of Engineering Materials & Structures , 33 (12), 778–790. https://doi.org/https://doi.org/10.1111/j.1460-2695.2010.01447.x Pisarev, V. S., Matvienko, Y. G., Eleonsky, S. I., & Odintsev, I. N. (2017). Combining the crack compliance method and speckle interferometry data for determination of stress intensity factors and T-stresses. Engineering Fracture Mechanics , 179 , 348–374. https://doi.org/https://doi.org/10.1016/j.engfracmech.2017.04.029 Sehitoglu, H. (1893). Characterization of crack closure. In ASTM – STP 868 (pp. 361–380). Sehitoglu, H. (1985). Crack opening and closure in fatigue. Engineering Fracture Mechanics , 21 (2), 329–339. Sousa, P. J., Carneiro, F., Ramos, N. V., Barros, F., Vaz, M. A. P., Tavares, P. J., & Moreira, P. M. G. P. (2019). Application of 3D electronic speckle pattern interferometry for the analysis of thermal response in printed circuit boards. Procedia Structural Integrity , 17 , 835–842. https://doi.org/10.1016/j.prostr.2019.08.111 Sutton, M., Zhao, W., McNeill, S. R., Helm, J. D., Piascik, R. S., & Riddell, W. T. (1999). Local crack closure measurements: development of a measurement system using computer vision and a far-field microscope. ASTM Special Technical Publication , 1343 , 145–156. Tajik, N., Soltani, N., & Sedighiani, K. (2011). Fracture parameters analysis on a double edge crack problem by the method of electrics speckle pattern interferometry. Procedia Engineering , 10 , 3267–3272. and Underloads. Procedia Structural Integrity , 5 , 889–895. https://doi.org/https://doi.org/10.1016/j.prostr.2017.07.120