Strength & Conduct of Reinforced Concrete Corner Joint under  Negative Moment Effect

Rasha A Waheeb

doi:10.30564/jaeser.v4i4.3607

Strength & Conduct of Reinforced Concrete Corner Joint under Negative Moment Effect

Rasha A Waheeb (University of Baghdad, Department of reconstruction and projects, Civil Engineering, NTNU, Trondheim, 7491, Norway)

Article ID: 3607

Abstract

The aim of our study is to reveal the effect of steel reinforcement details,tensile steel reinforcement ratio, compressed reinforcing steel ratio,reinforcing steel size, corner joint shape on the strength of reinforcedconcrete Fc' and delve into it for the most accurate details and concreteconnections about the behavior and resistance of the corner joint ofreinforced concrete, Depending on the available studies and sources inaddition to our study, we concluded that each of these effects had a clearrole in the behavior and resistance of the corner joint of reinforced concreteunder the influence of the negative moment and yield stress. A studyof the types of faults that can be reinforced angle joints obtains detailsand conditions of crushing that are almost identical for all types of steelreinforcement details and the basic requirements for the acceptable behaviorof reinforced concrete joints in the installations and the efficiency of thejoint and this may help us to prepare for disasters, whether natural or other,as happens with tremors The floor and failure that may occur due to wrongdesigns or old buildings and the possibility of using those connections totreat those joints and sections in reinforced or unarmed concrete facilitiesto preserve the safety of humans and buildings from sudden disasters andreduce and reduce risks, as well as qualitative control over the productionof concrete connections and sections free from defects to the extreme.

Keywords

Concrete design;Strength materials;Reinforced corner joint;Structure

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References

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DOI: https://doi.org/10.30564/jaeser.v4i4.3607

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