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A mathematical model for complete stress-strain curve prediction of permeable concrete

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Figure

Figure 1. Permeable concrete sample with strain gauges.
Figure 3 Experimental and estimated εo versus f’c.
Figure 5.  The relationship of experimental and calculated Eo versus ρ1.5 × f’c0.5
Figure 6 Effect of porosity on the stress-strain curve of the  permeable concrete specimen
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