From: Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth
FEM | b mm | ld mm | As | Cracking properties | Yield properties | Ultimate properties | Failure mode | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Pcr (kN) | ∆cr (mm) | Rcr | P **y (kN) | ∆y (mm) | Ry | Pu (kN) | ∆u (mm) | Ru | |||||
FEA-B2 | – | – | 8#10 | 3.81 | 1.88 | – | 12.82 | 10.02 | – | 16.85 | 18.06 | – | Shear-failure |
B-150 | 150 | 400 | 10.67 | 3.42 | 2.80 | 23.30 | 24.63 | 1.82 | 25 | 31.25 | 1.48 | ||
B-200 | 200 | 400 | 14.67 | 5.43 | 3.85 | 27.86 | 26.94 | 2.17 | 29 | 34.14 | 1.72 | ||
B-150-2100 | 150 | 2100 | 10.59 | 2.82 | 2.77 | 21.56 | 15.31 | 1.68 | 26 | 30.61 | 1.54 |