Naslov
Microplane Model for Concrete with Related Kinematic Constraint

Autori
Ožbolt, Joško ; Yijun Li ; Kožar, Ivica

Izvornik
International journal of solids and structures (0020-7683) 38 (2001), 16; 2683-2711

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
Macroscopic modeling; concrete; fracture; microplane model; discontinuity; kinematic constraint; initial anisotropy; cyclic loading; structural analysis.

Sažetak
Abstract: In the paper the microplane material model for concrete based on the relaxed kinematic constraint is presented. The model is aimed to be used for three-dimensional damage and fracture analy-sis of concrete and reinforced concrete structures in the framework of the smeared crack approach. In the microplane model the material is characterized by a relation between the stress and strain components on planes of various orientations. These planes may be imagined to represent the damage planes or weak planes in the microstructure, such as contact layers between aggregate pieces in concrete. The tensorial invariance restrictions need not be directly enforced. They are automatically satisfied by superimposing in a suitable manner the responses from all the microplanes. To realistically model concrete under com-pressive load, for each microplane the total strain tensor has to be decomposed into the normal (volumet-ric and deviatoric) and shear strain component. It is shown that for dominant tensile load the decomposi-tion of the normal microplane strain into volumetric and deviatoric part, together with the fact that the tensile strength of concrete is an order of magnitude smaller than it's compressive strength, leads to un-realistic model response. To keep the conceptual simplicity, the model is improved in the framework of the kinematic microplane theory, however, the kinematic constraint at the microplane level is relaxed. The proposed approach finds its physical background in the discontinuity of the strain field. It is demon-strated that the improved model correctly predicts the concrete response for dominant tensile load. The implementation of the initial anisotropy and the modeling of concrete for cyclic loading is also discussed. Comparison with a number of test data for different stress-strain histories shows good agreement. The model has been recently implemented into a two- and three-dimensional finite element code and coupled with the localization limiter of local (crack band) and nonlocal integral type.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti

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