Flexural Behavior of SRC Columns under Axial and Bilateral Loading

Shi Ang Zhang; Zuo Zhou Zhao; Xiao Gang He

doi:10.4028/www.scientific.net/AMM.166-169.3383

Paper Titles

Brief Introduction of Residual Thrust Method and its Improvement
p.3358

Scattering of SH Wave on Periodic Cracks in an Infinite Plane of Piezoelectric/Piezomagnic Composite Materials
p.3364

Catastrophe Model of Elastic Compression Pole Buckling
p.3369

Analysis on Parameters Influencing Max. Stress of Inner Rubber of Elastomeric Bearing
p.3374

Identification of Local Time-Varying Systems Based on Dynamic Response Sensitivity
p.3379

Flexural Behavior of SRC Columns under Axial and Bilateral Loading
p.3383

Simplified Method for Elastic Distortional Buckling Stress of Cold-Formed Thin-Wall Steel Members
p.3391

An Inverse Mode Problems for Simply Connected Central Symmetric Spring-Mass Systems
p.3399

Frame - Shear Wall Structures Subjected to Vertical Deformation and the Shrinkage and Creep of Concrete Relations
p.3403

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Flexural Behavior of SRC Columns under Axial and...

Flexural Behavior of SRC Columns under Axial and Bilateral Loading

Abstract:

A nonlinear analysis program based on fiber model was developed and used in analyzing the flexural behavior of steel reinforced concrete (SRC) columns under axial and bilateral loading. Concrete different confinement levels for different zones in a SRC column section, such as cover concrete zone, stirrup confined concrete zone and steel confined concrete zone, etc., can be considered. Some SRC tested specimens were simulated using the developed program. It was pointed out that the flexural capacity will be lower-estimated if the concrete confinement was neglected.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

3383-3390

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.3383

Citation:

Cite this paper

Online since:

May 2012

Authors:

Shi Ang Zhang*, Zuo Zhou Zhao, Xiao Gang He

Keywords:

Axial and Bilateral Loading, Column, Confinement, Fiber Model, Steel Reinforced Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Bolong Zhu, Zhenxiang Dong: Nonlinear analysis for reinforced concrete. (TongJi University Press, Shanghai 1985) (In Chinese).

Google Scholar

[2] User guide, RESPONSE Version 1.0.5, 2000.

Google Scholar

[3] CSI, Analysis Reference Manual, SAP2000 Version 14.10 user guide,2009.

Google Scholar

[4] Lieping Ye: Journal of Building Structures, Vol.16-6(1995), p.45 (In Chinese).

Google Scholar

[5] GB50011-2010:Code for seismic design of buildings (China Architecture & Building Press, Beijing China 2010) (In Chinese).

Google Scholar

[6] K.C. Tsai, Y.Lien and C.C. Chen: Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol.8-4 (1996), p.535 (In Chinese).

Google Scholar

[7] Caihua Chen: Experimental study and numerical analysis on steel reinforced concrete compression -bending members. China Academy of Building Research, 2007 (In Chinese).

Google Scholar

[8] GB50010-2001:Code for design of concrete structures (China Architecture & Building Press, Beijing China 2002) (In Chinese).

Google Scholar

[9] Jiaru Qian, Lirong Cheng and Dongliang Zhou: J Tsinghua Uuiv (Sci &Tech),Vol. 42-10 (2002), p.1369 (In Chinese).

Google Scholar

[10] S.A. Mirza, B.W. Skrabek: Journal of Structural Engineering, ASCE, Vol. 118-5(1992), p.1312.

Google Scholar