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

Authors

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

DOI:

https://doi.org/10.30564/jaeser.v4i4.3607
Received: 20 August 2021 | Published Online: 5 November 2021

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 reinforced
concrete Fc' and delve into it for the most accurate details and concrete
connections about the behavior and resistance of the corner joint of
reinforced concrete, Depending on the available studies and sources in
addition to our study, we concluded that each of these effects had a clear
role in the behavior and resistance of the corner joint of reinforced concrete
under the influence of the negative moment and yield stress. A study
of the types of faults that can be reinforced angle joints obtains details
and conditions of crushing that are almost identical for all types of steel
reinforcement details and the basic requirements for the acceptable behavior
of reinforced concrete joints in the installations and the efficiency of the
joint 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 wrong
designs or old buildings and the possibility of using those connections to
treat those joints and sections in reinforced or unarmed concrete facilities
to preserve the safety of humans and buildings from sudden disasters and
reduce and reduce risks, as well as qualitative control over the production
of concrete connections and sections free from defects to the extreme.

Keywords:

Concrete design, Strength materials, Reinforced corner joint, Structure

References

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