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All figures (9)
Figure 2. Effect of Young modulus ratio between layers: (a) on the tensile stress at the bottom of layer 2 (a1=a2=70mm), (b) on the interface normal (ν 1,2) and shear
Table III. Stress intensity at the interface and energy releas r te
Figure 3. Effect of variation of length a2 (E1 = 1600MPa): (a) on the tensile stress at the base of concrete layer, (b) on the normal (ν1,2) and shear (τ1,2) stress at x=a2
Figure 6. (a) Evolution of G for different types of specimen; (b) Compliance
Figure 1. (a) Schematic of test configuration, (b) Schematic dapted for calculating strain energy release rate calculation
Table II. Dimensions of bilayer specimens and static test conditi ns (0.7mm/min)
Table I. Material characteristics
Figure 4. (a) Typical failures of specimens, (b) Schematization of CMOD
Figure 5. (a) Load-deflection curve of different types of specimen; (b) Crack mouth opening displacement measured by LVDT
Book Chapter
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DOI
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A Four-Point Bending Test for the Bonding Evaluation of Composite Pavement
[...]
Manitou Hun
,
Armelle Chabot
,
Ferhat Hammoum
01 Jan 2012
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