Research on Behavior of RCS Composite Joints

Zhi Feng Guo; Jin Jie Men; Qing Xuan Shi; Jian Bo Tian

doi:10.4028/www.scientific.net/AMR.671-674.534

Paper Titles

Numerical Analysis of Bearing Capacity to Q690 Tubular Joints Enhanced by Tile Shaped Plate
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Numerical Simulation on the Dynamic Response of Buried Pipelines Subjected to Blast Loads
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Orthogonal Analysis on T-Shaped Concrete-Filled Steel Tubular Column Seismic Performance Based on the Finite Element Analysis Results
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Parameter Sensitivity and Reliability Analysis for Construction Control of Cable-Net Structure Supporting the Reflector of FAST
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Research on Behavior of RCS Composite Joints
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Research on Influence Factors of the Ultimate Bearing Capacity of the Soil of Push-Extend Multi-under-Reamed Pile under Compression
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Research on the Connection Modes and Numerical Simulation Methods of RC Frame and Infill Wall
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SAP2000 Analysis of a Particular Beam String Structure
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Research on Behavior of RCS Composite Joints

Research on Behavior of RCS Composite Joints

Abstract:

A 3-D finite element model (FEM) using ABAQUS was established to simulate the performance of the composite joints with reinforced concrete column and steel beam. Accurate material model, element type, and solution method were discussed in the model. The results from FEM are good agreement with the test results. Some composite joints, reinforced concrete (RC) column to steel beam were modeled based on the model. The mechanism of the composite joint was investigated based on the FEM.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

534-537

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.534

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Online since:

March 2013

Authors:

Zhi Feng Guo, Jin Jie Men, Qing Xuan Shi, Jian Bo Tian

Keywords:

Composite Joint, Finite Element Model (FEM), Numerical Simulation, Reinforced Concrete Column, Steel Beam

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