Chinese Journal of Engineering / 2014 / Article / Fig 5

Research Article

Numerical Evaluations of Functionally Graded RC Slabs

Figure 5

(a) Flexural responses of calibrated and proposed cases of reinforced slab with 0.5% fiber content; (b) experimentally tested slab PS0.5; (c) formed crack pattern of simulated slab PS0.5; (d) formed crack pattern of simulated slab SP0.5.
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