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Structural Engineering and Mechanics
  Volume 92, Number 5, December10 2024 , pages 521-531
DOI: https://doi.org/10.12989/sem.2024.92.5.521
 


Comparison between plastic hinge length models in predicting ultimate deflection of HSC beams
Haytham Bouzid, Benferhat Rabia and Tahar Hassaine Daouadji

 
Abstract
    Control of deflections is more important in the design of reinforced concrete beams. Best estimation of ultimate deflection is the key to better control of failure. The moment-area theorem is a simple method used to predict the deflections of reinforced concrete (RC) beams. This research uses the moment-area theorem to calculate yield and ultimate deflections of RC beams under mid-span and two-point loads. The study compares various models of plastic hinge length to predict ultimate deflection of RC beams. Experimental results from 33 RC beams with normal and high strength concrete were used to evaluate the performance of the models. The results showed that Panagiotakos and Fardis (2001) model provided the best predictions for RC beams under mid-span load and two-point loads with concrete strength over 70 MPa, with errors less than 20%. However, plastic hinge length can be neglected for RC beams under two-point loads with concrete strength less than 70 MPa, with errors less than 25%.
 
Key Words
    comparison; HSC beam; moment area theorem; plastic hinge length model; ultimate deflection
 
Address
Haytham Bouzid: Sciences and Technology Department, University of Tissemsilt, Algeria; Laboratory of Geomatics and Sustainable Development, University of Tiaret, Algeria
Benferhat Rabia: Civil Engineering Department, University of Tiaret, Algeria; Laboratory of Geomatics and Sustainable Development, University of Tiaret, Algeria
Tahar Hassaine Daouadji: Civil Engineering Department, University of Tiaret, Algeria; Laboratory of Geomatics and Sustainable Development, University of Tiaret, Algeria
 

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