Issue 71

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

Figure 14: Visualization of results for limit milestones in the third load scheme (three-point bending test in Y direction): shear stress of timber variant No. 02.

(b)

(c)

(e) (f) Figure 15: Visualization of results for limit milestones in the third load scheme (three-point bending test in Y 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.

160