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Steel and Composite Structures
  Volume 37, Number 5, December10 2020 , pages 605-620
DOI: https://doi.org/10.12989/scs.2020.37.5.605
 


Experimental study on shear behaviors of Partial Precast Steel Reinforced Concrete beams
Yong Yang and Hui Li

 
Abstract
    An innovative Partially Precast Steel Reinforced Concrete (PPSRC) beam is presented in this paper. To study the shear behavior of PPSRC beams, static loading experiments were conducted on 10 specimens, including 4 T-beam specimens and 4 PPSRC inverted T-beam specimens together with 2 PPSRC rectangular section beams. In the tests, the shear behaviors of the PPSRC beams were emphasized. On the basis of the experiments, the failure mode and ultimate bearing capacity were thoroughly examined. The calculation methods for shear capacity are also presented in this paper. The analysis of mechanical behavior and the calculation methods presented can be used as a reference to design these innovative composite PPSRC beams and provide a significant foundation for further research.
 
Key Words
    steel reinforced concrete structure; PPSRC beams; shear behavior; shear capacity; experimental study
 
Address
Yong Yang and Hui Li: School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an, Shanxi, 710055, China
 

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