Chinese Journal of Engineering / 2014 / Article / Fig 6

Research Article

Numerical Evaluations of Functionally Graded RC Slabs

Figure 6

(a) Flexural responses of calibrated and proposed cases reinforced slab with 1% fiber content; (b) experimentally tested slab PS1; (c) formed crack pattern of simulated slab PS1; (d) formed crack pattern of simulated slab SP1.
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