Fig. 12
From: Shear capacity of corrugated web steel beams strengthened with CFRP strips
Comparison of failure shapes of tested beams and FE model. (a). Failure of beam RHO. (b). Failure of beam RHB. (c). Failure of beam RMO. (d). Failure of beam RMB. (1) Numerical model. (2) Experimental beam23.
