Comparison of two and three -dimensional finite element analysis of the reinforced concrete beam with steel plate

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Comparison of two and three -dimensional finite element analysis of the reinforced concrete beam with steel plate

writers

Güray ARSLAN, Filiz SEVÜK, İbrahim EKİZ

Keywords

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Article Summary

It may occur due to repair and/or strengthening due to changing the purpose of use in reinforced concrete elements and/or structures, the effect of environmental conditions or not sufficient engineering services. Today, there are very practical repair and strengthening methods. The most commonly used methods; Steel plates or fiber equipped polymer plaques, external preserver and reinforced concrete parts are added to the beams. In reinforced concrete beams reinforced with steel plate; The formation of migration by cutting-steel stumps is common. These migration mechanisms are a form of breaking that can be formed by small shape changes; It emerges as a moment and crisp. In this study, reference beam (K13REF) and reinforced with a steel plate on the beam lower face (K13S2) reinforced concrete beam's two-dimensional [1] and three-dimensional [2] finite element analysis compared and analysis has an effect on the load-change capacity; If there is, which tendency has been examined. Moreover; For both analysis, tension and deformation distributions were compared along the length of the steel plate.

English Keywords

Reinforced concrete , steel plate , repaired and strengthened , finite element analysis , load carrying capacity.

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