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State of the Art Review of Bond Stress-Slip Behavior Relation in Different Types of Concrete

Khadiza Rashid Nira, Nushrat Zahan Mim, Ahanaf Tahmid, Sharmin Reza Chowdhury

Abstract


Composite response of reinforced concrete has long been a vital aspect of structural engineering research. Generally, different researchers for different types of concrete with varied strengthening circumstances covered mainly the bond stress-slip behavior and the final strength for external loading. In this study, a summary has been conducted about influencing parameters affecting bond stress-slip behavior of different types of concrete for various conditions for mostly pull-out specimens under monotonic loading. The key influencing factors affecting the bond stress-slip behavior of corroded reinforced concrete (CRC), recycled aggregate concrete (RAC) and fiber reinforced polymer (FRP) are discussed in this study. For CRC, the strength of the bonding increased till a certain point with corrosion and then reduced significantly with the progress of corrosion has been observed. Bond strength of RAC has been mostly influenced by replacement rate of RAC and less deviation may be seen because of other influencing parameters than stone aggregate concrete also has been considered. In controversial to the stone aggregate concrete properties, the bond performance of FRP is more feasibly depends on modulus of elasticity and shear strength of FRP bars along with concrete compressive strength This study concludes based on the existing research results and bonding stress-slip conduct for various types of concrete strengthening and degradation.

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References


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