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Explicit finite element modeling of static crack propagation in reinforced concrete

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Abstract

We propose a methodology to model complex fracture processes in reinforced concrete beams subjected to static loading. The discrete cohesive approach, accompanied by an insertion algorithm, is adopted and a modified dynamic relaxation method is chosen as an alternative solver. The concrete matrix and steel re-bars are modeled explicitly; the connection in between is represented by means of interface elements. Such elements allow for slip of re-bars and transmit forces to the matrix that may generate secondary cracking around the reinforcement. The methodology is validated against three-point bending tests on lightly reinforced concrete (LRC) beams.

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Authors and Affiliations

  1. ETSI de Caminos, C. y P., Universidad de Castilla-La Mancha, 13071, Ciudad Real, Spain

    Rena C. Yu & Gonzalo Ruiz

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  1. Rena C. Yu
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  2. Gonzalo Ruiz
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Correspondence to Rena C. Yu.

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Yu, R.C., Ruiz, G. Explicit finite element modeling of static crack propagation in reinforced concrete. Int J Fract 141, 357–372 (2006). https://doi.org/10.1007/s10704-006-9002-0

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  • DOI: https://doi.org/10.1007/s10704-006-9002-0

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