Mechanical Performance Analysis of Steel Beam-Concrete Wall Rigid Joint

Yin Hui Qin; Wen Ji Liu; Chao Yang Zhou; Fu Hua Liu

doi:10.4028/www.scientific.net/AMR.639-640.796

Paper Titles

Effect of Local Flange Damage on the Stability of Steel Columns
p.778

The Influence of Vertical Loads on Lateral Deformation of Steel Reinforced Concrete Column
p.782

The In-Plane Buckling of Elastic Support Circular Arches Considering the Geometrical Imperfections
p.786

Research and Analysis of Shear Connector in Prestressed Concrete Box-Girder with Corrugated Steel Webs
p.790

Mechanical Performance Analysis of Steel Beam-Concrete Wall Rigid Joint
p.796

Analysis of Regression for Strength Index of Concrete Performed Brick Masonry
p.803

Flexural Bearing Capacity Research of Composite Beams with Edge Constraint Component
p.807

Dynamic Characteristics Research of Structure with Nonlinear TMD System
p.812

Application of Differential Transform Method to Buckling Problems at Clamped-Free Boundary Conditions
p.818

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Mechanical Performance Analysis of Steel...

Mechanical Performance Analysis of Steel Beam-Concrete Wall Rigid Joint

Abstract:

The beam-column joints play a key role in composite steel and concrete structures. In order to ensure a safe design of a new building and obtain optimum design, an experimental program consisting of the tests of three connections with different connection details under low-cyclic reversed loading, A series of mechanical performance such as the stress-strain relationship of steel beam web, beam flange, connecting plate, bracket web, bracket flange, distributing steel, concealed column in node core area are all analyzed, the results show that in the loading process, steel beam flange and web ,bracket flange produced yield deformation, but the bracket web, distributing steel, concealed column didn’t yield, so the steel beam flange and web, bracket flange must be strengthened in the design. The test results also show that the bracket can be regarded as canlitecver model in practical engineering.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

796-802

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.796

Citation:

Cite this paper

Online since:

January 2013

Authors:

Yin Hui Qin, Wen Ji Liu, Chao Yang Zhou, Fu Hua Liu

Keywords:

Hysteresis Curve, Mechanical Performance, Node, Steel Beam-Concrete Wall, Yield

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