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Improvement Of Load Carrying Capacity Of An Rcc T-Beam Bridge Longitudinal Girder By Replacing Steel Bars With Sma Bars

N. K. Paul, S. Saha
2017 Zenodo  

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An innovative three dimensional finite element model has beed developed and tested under two point loading system to examine the structural behavior of the longitudinal reinforced concrete Tee-beam bridge girder, reinforcing with steel and shape memory alloy bars respectively. 25% of steel bars are replaced with superelastic Shape Memory Alloy bars in this study. Finite element analysis is performed using ANSYS 11.0 program. Experimentally a model of steel reinforced girder has been casted and
more » ... ts load deflection responses are checked with ANSYS analysis. A comparison of load carrying capacity for the model between steel RC girder and the girder combined reinforcement with SMA and steel are also performed.
doi:10.5281/zenodo.1132166 fatcat:gi5n3fhbyrghnic3iabaz4vkge
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Citation

N. K. Paul, S. Saha. "Improvement Of Load Carrying Capacity Of An Rcc T-Beam Bridge Longitudinal Girder By Replacing Steel Bars With Sma Bars." Zenodo (2017)