Impact of Construction Joints on the Structural Performance of Reinforced Concrete Beams: A Comprehensive Review
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Abstract
This review examined the effects of construction joints, particularly cold joints, on reinforced concrete beams' structural performance and integrity. Cold joints, which form when concrete is poured in stages rather than continuously, are often seen as weaknesses that can compromise the strength and durability of concrete structures. The review explored how cold joints impacted key properties like flexural strength, ductility, and energy dissipation capacity, drawing on numerous experimental studies. It was found that cold joints generally reduced the flexural strength of beams, with the extent of the reduction varying depending on the joint's location, orientation, and the time between pours. Additionally, factors like the type of reinforcement and joint angle played a significant role in mitigating the adverse effects of cold joints. The paper also discussed the importance of proper surface preparation and specific reinforcement techniques to enhance the performance of construction joints. The review of early and recent studies highlighted how cold joints affected tensile strength, shear, and bending capacities in reinforced concrete beams.
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