September 26, 2020

Request PDF on ResearchGate | A Plastic-Damage Model for Concrete | In behavior is represented using the Lubliner damage-plasticity model included in. behavior of concrete using various proposed models. As the softening zone is known plastic-damage model originally proposed by Lubliner et al. and later on. Lubliner, J., Oliver, J., Oller, S. and OƱate, E. () A Plastic-Damage Model for Concrete. International Journal of Solids and Structures, 25,

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Mathematical Problems in Engineering

Further the finite element model will be used to explain qualitatively the experimentally determined relationship between amount of corrosion for concrete cracking and ratio of concrete cover to bar diameter, as well as that between reinforcement bond strength and amount of corrosion. The broitdcst arelt of success of pklsticity theory with conorctc is the treatment of reinforced concrete see Chcn, for 3 survey of the results und other situations in which the material acts primarily in compression.

Smcarcd crack ;malysis of rcinforccd concrctc hrns and skths failing in shear. Results agree rcasonnhly well with those reported by Kupfer er al. Considering, as previously, a reduction in the plastic hardening rate due to damage, the plastic energy is expressed as follows: Nguyen and Houlsby [ 10 ] proposed a double scalar damage-plasticity model for concrete based on thermodynamic principles.

In the present work, is chosen as 0.

At the given function of the plastic potential, the evolution law of the plastic strain is expressed as follows: As shown in Figure 6the strength softening and stiffness degrading, as well as the irreversible strains upon unloading, lublineer be clearly seen under both cyclic uniaxial tension and compression.


For details on the numerical scheme and the associated algorithmic steps, refer to the published reports [ 1028 ].

As was discussed in Section 2. To receive news and publication updates for Mathematical Problems in Engineering, enter your email address in the box below. The following notational convention is used in this section: Comparison of the model predictions with the experimental results in a cyclic uniaxial tension and b cyclic uniaxial compression.

Fracture mechanics of reinforced concrete. A distinction bctwccn the degradation vitriables used hcrc and the damage varinblcs that i: Substituting 28 into 27a yields the relationship between the stress and the damage variables, written in incremental form as follows: International Journal of Solids and Structures, 25, In this case, considering and in the damage criterion and the plastic yield function, the initial damage thresholds and can be determined as follows: Damage evolution law and plastic damage coupling are described using the framework of irreversible thermodynamics.

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They are identified as the end of the linear part of the stress-strain curves point in Figure 2. Revisiting the J-Curve for Japan.

As was also said. Based on this consideration, several researchers proposed an elastic degradation concrdte in which the material stiffness or compliance was adopted as the damage variable. G, may be identified with the specific fracture energy Cc, defined as the energy required to form a unit area of crack. Based on the theoretical development of the model formulation, several conclusions have been summarized as follows.


I I itrc shown.


View at Google Scholar J. The plasticity part is based on the true stress using a yield function with tensile and compressive hardening functions. Desmorat, Engineering Damage Mechanics: The elastic degradation theory was then extended to the multisurface elastic-damage model [ 21 ] and to the combined plastic damage model [ 6151622 ].

A new yield criterion of the form 2. As Figure 5 shows, the numerical results obtained from the model modell observed cor be in good agreement with the experimental data.

A Coupled Plastic Damage Model for Concrete considering the Effect of Damage on Plastic Flow

Not so much attention has been paid to the corresponding compressive problem. This is an open access article distributed under the Creative Commons Attribution Licensewhich permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Substituting the time derivative of the thermodynamic potential into the inequality yields. View at Google Scholar. Such an cquntion mny bc JccIuccd from the more general equation.

One type of CPDMs is platic-damage on the concept of effective stress, which was initially proposed by Kachanov [ 14 ] for metal creep failure. View at Google Scholar V. The model parameters obtained from the experimental data [ 31 ] are listed in Table 1.

DeJhirion of K Uniasial stress states.