4.7 Article

Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams

Related references

Note: Only part of the references are listed.
Article Engineering, Civil

Horizontal pushout tests and parametric analyses of a locking-bolt demountable shear connector

Jun He et al.

Summary: The article introduces a 'locking-bolt' demountable shear connector (LBDSC) designed to facilitate the deconstruction and reuse of steel-concrete composite structures in a more sustainable construction design paradigm. The structural behavior of the LBDSC is evaluated through experiments, showing higher shear resistance and similar initial stiffness compared to traditional welded studs. The LBDSC is classified as a ductile shear connector according to Eurocode 4.

STRUCTURES (2022)

Article Engineering, Civil

Behaviour and design of the ?lockbolt? demountable shear connector for sustainable steel-concrete structures

Jun He et al.

Summary: In order to promote sustainable steel-concrete composite structures, a lockbolt demountable shear connector (LB-DSC) was proposed. The mechanical behavior of the connector was assessed through pushout tests, and a design equation was derived to predict its shear resistance.

STRUCTURES (2022)

Article Engineering, Civil

Experimental investigation on shear performance of transverse angle shear connectors

Haibo Jiang et al.

Summary: Based on large-scale push-out tests, this study explored the shear performance of transverse angle shear connectors and found that both connector height and spacing impact the shear strength, with initial stiffness of specimens improving with increasing height and number of connectors. The ductile characteristic can also be observed in load-slip relationship.

STRUCTURES (2021)

Article Engineering, Civil

Experimental study on grouped stud shear connectors in precast steel-UHPC composite bridge

Jingnan Ding et al.

Summary: The shear behavior of grouped stud connectors embedded in ultra high-performance concrete was studied through push-out tests with varied parameters. Results showed that increasing stud diameter improved shear performance, while reducing stud spacing could lead to a decline in shear capacity. Moreover, lower aspect ratio was found feasible for thinner UHPC slabs.

ENGINEERING STRUCTURES (2021)

Article Engineering, Civil

Behaviour of blind bolt shear connectors subjected to static and fatigue loading

Seyedeh Maryam Hosseini et al.

ENGINEERING STRUCTURES (2020)

Article Construction & Building Technology

Behavior of channel connectors in steel-concrete composite beams with precast slabs

Pinar Arikoglu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

Article Construction & Building Technology

Experimental study on multi-bolt shear connectors of prefabricated steel-concrete composite beams

Tao Yang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

Article Engineering, Civil

Static behavior of large stud shear connectors in steel-UHPC composite structures

Jingquan Wang et al.

ENGINEERING STRUCTURES (2019)

Article Construction & Building Technology

Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study

M. Shariati et al.

CONSTRUCTION AND BUILDING MATERIALS (2016)

Article Engineering, Civil

Perforated shear connectors on composite girders under monotonic loading: An experimental approach

L. F. Costa-Neves et al.

ENGINEERING STRUCTURES (2013)

Article Construction & Building Technology

Parametrical static analysis on group studs with typical push-out tests

Chen Xu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2012)

Article Construction & Building Technology

Static behavior of multi-stud shear connectors for steel-concrete composite bridge

Dongyan Xue et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2012)

Article Construction & Building Technology

Experimental analysis of shear connection between steel and lightweight concrete

Isabel B. Valente et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2009)

Article Construction & Building Technology

Experimental assessment of Perfobond and T-Perfobond shear connectors' structural response

J. da C. Vianna et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2009)

Article Engineering, Civil

Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach

J. da. C. Vianna et al.

ENGINEERING STRUCTURES (2008)

Article Construction & Building Technology

Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridges

PG Lee et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2005)

Article Engineering, Civil

Static behavior of large stud shear connectors

CS Shim et al.

ENGINEERING STRUCTURES (2004)