SES_2008_presentation-Pour-Ghaz et al. 2008.pdf - Central Concrete
SES_2008_presentation-Pour-Ghaz et al. 2008.pdf - Central Concrete
SES_2008_presentation-Pour-Ghaz et al. 2008.pdf - Central Concrete
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Res. Stresses/ Strength (MPa)Residu<strong>al</strong> Stress Developmentat the Macrosc<strong>al</strong>eAverage Stress / Strength (~)1.203.53.02.52.0ft. saw-cutRes. Stress (No Saw-cut)Tensile StrengthRes. Stress (a/D = 0.33 at 6 Hours)1.000.800.600.40flawmax'ftaKfIf'taD1.51.00.200.50.0-0.50 4 8 12 16 20 24Time (hours)0.000.00 0.20 0.40 0.60 0.80 1.00Saw-Cut to Depth Ratio (a/D)a critic<strong>al</strong>DRaoufi and Weiss 2006Soci<strong>et</strong>y of Engineering Science Oct 12-15, <strong>2008</strong>, Slides Developed by Jason Weiss Slide 5 of 29