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Figure from:Influence of Crumb-Rubber in the Mechanical Response of Modified Portland Cement Concrete

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Figure 12

Figure 12

Related Figures (15)

Ficure I: Typical load-displacement curve [17].
Ficure I: Typical load-displacement curve [17].
TABLE 1: Concrete mix design. kinematics (rigid body motions of the two parts in which the element is divided by a crack) [29].
TABLE 1: Concrete mix design. kinematics (rigid body motions of the two parts in which the element is divided by a crack) [29].
Ficure 2: DCT specimen geometry.
Ficure 2: DCT specimen geometry.
FiGure 3: Specimen mounted in the machine test.
FiGure 3: Specimen mounted in the machine test.
Ficure 4: Finite element with internal crack.
Ficure 4: Finite element with internal crack.
grey areas, while those obtained with the EDM are plotted as a dark continuous curve.
grey areas, while those obtained with the EDM are plotted as a dark continuous curve.
Ficure 8: Fracture energy for CCR. FiGure 7: Fracture energy for CFR.
Ficure 8: Fracture energy for CCR. FiGure 7: Fracture energy for CFR.
TABLE 2: Elastic properties. TABLE 3: Fracture energy for specimens of CFR.
TABLE 2: Elastic properties. TABLE 3: Fracture energy for specimens of CFR.
Ficure 10: Principal stress o;, (a) at the initiation damage, and (b) at a total damage state.
Ficure 10: Principal stress o;, (a) at the initiation damage, and (b) at a total damage state.
be addressed in the influence of crumb-rubber and the performance of the presented numerical method.
be addressed in the influence of crumb-rubber and the performance of the presented numerical method.
TABLE 4: Fracture energy for specimens of CCR.
TABLE 4: Fracture energy for specimens of CCR.