Shear Mechanism and Bearing Capacity Calculation of Composite Joints with Steel Truss SRC Beam

Zhi Heng Deng; Guang Xian Tang; Zhi Chao Jia; Qian Lin

doi:10.4028/www.scientific.net/AMR.243-249.235

Paper Titles

Experimental and Theoretical Study of Air-Entraining Concrete under Biaxial Compression after Freezing-Thawing Cycle
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Experimental and Theoretical Study on Mechanical Properties of Concrete under Triaxial Compression after Suffering High Temperature
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The Study on Performance of Single-Layer Cylinder Shells with Semi-Rigid Bolt-Ball Joints
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Nonlinear Finite Element Analysis on Frame Joints of Steel Truss SRC Beam
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Shear Mechanism and Bearing Capacity Calculation of Composite Joints with Steel Truss SRC Beam
p.235

Crack Growth Model under Creep-Fatigue Interaction
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Influence Research of Correlation of Random Variables on Structural Reliability
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Probabilistic Evaluation of Effects of Column Moment Magnification Factor on Seismic Performance of Reinforced Concrete Frames
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Experimental Study and Finite Analysis on Flexural Capacity of Laminated Glass
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Shear Mechanism and Bearing Capacity Calculation...

Shear Mechanism and Bearing Capacity Calculation of Composite Joints with Steel Truss SRC Beam

Abstract:

In order to research the seismic performance, eight joints with steel truss SRC beam and RC column under low-cyclic reversed load was conducted, and the failure process and patterns were observed. The test indicates that two types of failure patterns can be seen from specimens, including shear failure and bending failure. By the analysis of the failure characteristics and mechanism of joints, the load-displacement hysteretic curves and load-strain hysteretic curves are presented, and the formula for calculating ultimate shear capacity of joints is gained finally. The calculating results are in good agreement with those of tests.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

235-240

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.235

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Online since:

May 2011

Authors:

Zhi Heng Deng, Guang Xian Tang, Zhi Chao Jia, Qian Lin

Keywords:

Failure Pattern, Joint, Shear Capacity, Shear Mechanis, Steel Truss SRC Beam

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