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Static and Fatigue Behavior of Rubber-Sleeved Stud Shear Connectors as Part of Field-Cast Ultra-High Performance

Zhigang Zhang1,2, Xiaoqing Xu1,2

  • 1School of Civil Engineering, Chongqing University, Chongqing 400045, China.

Materials (Basel, Switzerland)
|May 20, 2020
PubMed

Keywords:
accelerated bridge constructionductilityfatigueheaded studprecast concreterubberrubber-sleeved studshear connectorultra-high performance concrete

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