Mechanical Properties Research of Steel-Concrete Composite Structure's Connector

Xiu Yong Si; Jian Bo Zhao; Xiang Zhong Bai

doi:10.4028/www.scientific.net/AMR.738.128

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 738Mechanical Properties Research of Steel-Concrete...

Mechanical Properties Research of Steel-Concrete Composite Structure's Connector

Abstract:

A new type of PBL shear connector gets more attention with the rapid development of steel-concrete composite structure. The PBL shear connector's static behavior and influence factors thereof are analysed through experiments. The PBL shear connector's force-transmission mechanism is discussed. The conclusions show that the thickness of perforate plate has significant impact of PBL shear connectors design bearing capacity, shear stiffness and ultimate bearing capacity. According to the thickness of perforate plate, the failure mode of PBL shear connector may appear to flexural and shear failure of perforate rebar, shear failure of perforate rebar or shear failure of perforate plate.

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Periodical:

Advanced Materials Research (Volume 738)

Pages:

128-132

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.738.128

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Online since:

August 2013

Authors:

Xiu Yong Si, Jian Bo Zhao, Xiang Zhong Bai

Keywords:

Bearing Capacity, Experimental Study, Mechanical Property, PBL Shear Connector, Shear Failure

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