PSI - Issue 52

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Tong-Rui Liu et al. / Procedia Structural Integrity 52 (2024) 740–751 T.-R. Liu, F. Aldakheel, M. H. Aliabadi / Structural Integrity Procedia 00 (2023) 000–000

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Figure 4: Three point bending test: Loading displacement curve via di ff erent methods.

Figure 5: Three point bending test: phase field profile at u ∗ y = 0 . 044mm. (a): FEMQ4, (b): VEMQ4, (c): VEMVO.

sumption between VEMQ4 and FEMQ4 will not be addressed here, interested readers may refer to Liu (2023) and Aldakheel (2018) for further reading.