Push-out tests for perfobond strip connectors with UHPC grout in the joints of steel-concrete hybrid bridge girders
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文摘
The structural behavior of PBL using UHPC is studied by push-out tests. The impact of steel fibers content in UHPC on the behavior of PBL is studied. The shear-resistant capacity of the PBL embedded in UHPC grout is analyzed. Equations to predict the shear capacity of PBL in steel-concrete joint are proposed.

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