Results 231 to 240 of about 2,672,033 (311)
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Behavior of Y-type perfobond rib shear connection under different cyclic loading conditions

, 2020
A cyclic loading test is a simple method to determine the behavior of shear connection between steel and concrete. Tests using different cases of cyclic loading is necessary since most experimental programs considered limited loading conditions during ...
Kunhwi Kim, O. Han, W. Heo, S. Kim
semanticscholar   +1 more source

Beam Shear Connections

Key Engineering Materials, 2018
Web side plate (WSP) connections consist of a WSP bolted to the web of a beam. The WSP and the beam web not lying in the same vertical plane cause a load eccentricity under shear or axial loading. However, common design practices in New Zealand do not explicitly consider the effects of this load eccentricity.
Raharuhi Koia   +4 more
openaire   +1 more source

Demountable steel-concrete composite beam with full-interaction and low degree of shear connection

, 2020
It is suitable to use precast steel-concrete composite beams to quickly assemble a bridge or a building, particularly in isolated regions where cast-in-situ concrete is not a practical option.
Ahmed S. H. Suwaed, T. Karavasilis
semanticscholar   +1 more source

The shear stiffness of stud shear connections in composite beams

Journal of Constructional Steel Research, 1986
Abstract The shear stiffness of stud shear connections in composite beams has been derived from the analysis of 116 push tests; these tests include eight new push tests in which reverse and uni-directional cyclic loads were applied. The method predicts the slip when the shear load is first applied to a connection, the slip during a cycle of load, and
D.J. Oehlers, C.G. Coughlan
openaire   +1 more source

Partial shear connection in light steel composite beams

Journal of constructional steel research, 2019
A new form of light steel composite beam has been developed that uses C sections acting in tension with shear connectors in the form of screws or bolts or perforations in the web of the C section.
R. Lawson, H. Taufiq
semanticscholar   +1 more source

Precast concrete deck-to-girder connection using Ultra-High Performance Concrete (UHPC) shear pockets

Engineering structures, 2021
Precast concrete deck systems have been successfully used in Accelerated Bridge Construction (ABC). In most systems, precast concrete deck-to-girder connections use special shear connectors embedded in the girders and projecting into the deck block-outs (
Mostafa Abo El-Khier, G. Morcous
semanticscholar   +1 more source

Static Behavior of Composite Beam according to the Degree of Shear Connection considering the Stud Shear Connection

IABSE Reports, 2009
<p>In the construction of composite beam, two kinds of materials which have different properties require connector helping each other to behave similarly. For this purpose it's necessary to use the shear connector which takes a role of bonding both materials.
Chi-Young Jung   +3 more
openaire   +1 more source

Stress concentration factors of shear connection by composite dowels with MCL shape

Archives of Civil and Mechanical Engineering, 2018
In this paper, the authors present studies leading to the evaluation of the elastic resistance of the steel part of a continuous shear connection named MCL dowel.
M. Kożuch, W. Lorenc
semanticscholar   +1 more source

Experimental and numerical study on seismic behavior of SCFRT column frame-buckling restrained steel plate shear wall structure with different connection forms

Engineering structures, 2021
To promote the application of special-shaped concrete-filled rectangular steel tubular (SCFRT) columns in high-rise residential buildings, this paper proposed innovative SCFRT column frame-buckling restrained steel plate shear wall structure.
Yansheng Du   +5 more
semanticscholar   +1 more source

Bolted Shear Connection of FRP-Concrete Hybrid Beams

Journal of composites for construction, 2018
This study investigated the behavior of bolted shear connections for fiber-reinforced polymer (FRP)–concrete hybrid beams.
Xingxing Zou, P. Feng, Jingquan Wang
semanticscholar   +1 more source

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