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Authors

Mr. D. B. Desai

Dr. Pradeep Kumar

Abstract

The article examines non-direct constitutive modeling of concrete in 2d. The constitutive model is based on a spread split approach and utilizes the Bazant's spread break display for an end of a computational measure impact. This sort of model permits to do a moderately basic non-direct dissection of 2d concrete issues however it still incorporates some include information that are not so simple to acquire.

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