Axial Ultimate Capacity of Partially Encased Composite Columns

Gen Tian Zhao; Chao Feng

doi:10.4028/www.scientific.net/AMM.166-169.292

Paper Titles

Experiment Study on Dynamic Characteristics of Unbounded Prestressed Concrete Beams
p.273

The Influence of Static Response of Super Tall Building Mega-Frame Structure Caused by Changes of Frame Rigidities
p.277

Research of Mechanical Influence of Initial Imperfections on Beam String Structure
p.282

Finite Element Analysis on Concrete Filled Steel Tubular Concrete Beam Joints under Cyclic Loading by OPENSEES
p.287

Axial Ultimate Capacity of Partially Encased Composite Columns
p.292

Fluctuating Pressure Correlativity Analysis on the Cantilevered Roof of a Stadium
p.296

Inelastic Dynamic Analysis of Steel Structure Using Force Analogy Method
p.304

Influence of Axial Load Level on Performance of Resist Impact on Tubular T-Joint
p.310

Influence Analysis of Mortar Elastic Modulus to CRTS III Slab Track Vertical Dynamic Response
p.314

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Axial Ultimate Capacity of Partially Encased...

Axial Ultimate Capacity of Partially Encased Composite Columns

Abstract:

The test results of nine stub-column tests performed on partially encased composite (PEC) columns made with welded H-section steel are described and presented. The H-section steel is stiffened with transverse link and concrete is poured between the flanges of the steel section. The axial comprehensive study has been conducted on all specimens to investigate the ultimate axial capacity of PEC columns. The failure of all columns is due to local buckling of the flanges along with concrete crushing. Closer link spacing improves the ductility of the columns; however, the measurements show that in general yielding do not occur before the peak load in the links. The additional longitudinal bars have no a remarkable effect to the strength of the composite columns. Finally, an equation is proposed to predict the ultimate axial capacity of the partially encased composite column.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

292-295

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.292

Citation:

Cite this paper

Online since:

May 2012

Authors:

Gen Tian Zhao, Chao Feng

Keywords:

Partially Encased Composite Columns, Ultimate Load Capacity, Welded H-Section Steel

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Bai G.L,Qin F.H: Principle and Design on Steel Reinforced Concrete Structures (Science and Technology Press ,Shanghai 2000). In Chinese

Google Scholar

[2] Chicoine T., Tremblay R., Massicotte B., Ricles. and Lu L.W : Journal of Structural Engineering, ASCE, 128(3) (2002),p.279

Google Scholar

[3] Enrico Spacone, Sherif EI-Tawil : Journal of Structural Engineering, ASCE/Feb.(2004),p.159.

Google Scholar

[4] Lakshmi. B., and shanmugam. N. E： Behavior of Steel-concrete Composite Columns. in:Pro.6th ASCCS Int. Conf. on steel and concrete composite structures, Association for International Cooperation and Research in steel-concrete composite structures (ASCCS), Los Angeles, p.449 (2000)

DOI: 10.4995/asccs2018.2018.7922

Google Scholar

[5] Zhao H.T :Steel Reinforced Concrete Composite Structure (Science Press, Beijing 2001). In Chinese.

Google Scholar

[6] Zhao G.T,Li Y.H : Strength of Slender Steel Reinforced Concrete Columns.in : Proceedings of the fourth international conference on advances in steel structures, Shanghai, p.623 (2005)

DOI: 10.1016/b978-008044637-0/50090-1

Google Scholar