Issue 71

P. Lehner et alii, Fracture and Structural Integrity, 71 (2025) 151-163; DOI: 10.3221/IGF-ESIS.71.11

Figure 10: Visualization of results for limit milestones in second load scheme (three-point bending test in Z direction): shear stress of timber variant No. 02.

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(b)

(c) (d) Figure 11: Visualization of results for limit milestones in second load scheme (three-point bending test in Z direction): equivalent plastic strain of PC blend (a) variant No. 01, (b) variant No. 02; equivalent stress for steel (c) variant No. 01, (d) variant No. 02.

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