Finite Element Analysis on the Resistance Capability of a New Precast Concrete Tube Column

Hong Yan Ding; Jing Hu Nie; Pu Yang Zhang; Chao He

doi:10.4028/www.scientific.net/AMR.671-674.855

Paper Titles

Yield Surface Applied to Dynamic Elastoplastic Analysis of Frame Structures with Flexibility Method
p.838

Internal Force Calculation of Continuous Beam Considering Torsional Supports
p.843

Nonlinear Numerical Analysis of Transfer Beam Under Complex Situation
p.847

Numerical Analysis on Bending Strength and Ductility of Compact Section I-Girders with HSB800 Steels
p.851

Finite Element Analysis on the Resistance Capability of a New Precast Concrete Tube Column
p.855

Research on the Dynamic Behaviors of Semi-Rigid CFST Frame-Shear Wall
p.859

Study on the Dynamic Behavior of Semi-Rigid Frames
p.864

Optimization of Steel Liner on Spiral Case Structure for a Large Hydropower Station
p.868

Research on Simulation Technique for Fixed Guide Vanes in Axial Symmetric Models of Spiral Case
p.873

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Finite Element Analysis on the Resistance...

Finite Element Analysis on the Resistance Capability of a New Precast Concrete Tube Column

Abstract:

A new type of composite structure, precast concrete tube column is proposed, and its axial compression performance and the seismic performance of beam-column joint are studied. Nine groups of precast concrete tube column models and three groups of common solid column contrast models with the same outer diameters (600,800,1000mm) were established by software ABAQUS, and a beam-column joint model for horizontal low cyclic loading was established combining with practical project. The results show that the ultimate bearing capacity of precast concrete tube column is higher than that of the common solid column with the same outer diameter by 5% to 20%, and it increases slightly as the thickness of tube increases. Displacement - load hysteresis curve of the beam-column joint is relatively full under cyclic load, and the slope of skeleton curve decreases slowly, which provides an important basis for engineering applications.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

855-858

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.855

Citation:

Cite this paper

Online since:

March 2013

Authors:

Hong Yan Ding, Jing Hu Nie, Pu Yang Zhang, Chao He

Keywords:

Beam-Column Joint, Bearing Capacity, Finite Element Analysis (FEA), Precast Concrete Tube Column, Seismic Performance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] H.Y. Ding, P.Y. Zhang: A New Type of Precast Concrete Tube Column Structure and Construction Methods [P]. China Patent: 201110361060. 2, 2011-11-15.

Google Scholar

[2] Z. Zhuang, F. Zhang, S. Cen: ABAQUS Nonlinear Finite Element Analysis and Examples [M]. Beijing: Science Press, In Chinese, (2005).

Google Scholar

[3] Z.F. Zhao, G.F. Zhao, C. L Huang. Research on the Tension-shear Behavior of the Adhesion of Young and Old Concrete [J]. Journal of Building Structures, In Chinese, 1999, 20(6): 26-31.

Google Scholar

[4] L.H. Han, Z. Tao, W.D. Wang. Advanced Composite and Mixed Structures Testing, Theory and Design Approach [M]. Beijing: Science Press, In Chinese, (2009).

Google Scholar