Paper Title:
Experimental Study on Mechanical Properties of Axially Loaded PVC Tubed Short Concrete Columns
  Abstract

Twelve PVC tubed short concrete columns and four columns without PVC tube confined were tested under axial load to investigate mechanical properties of axially loaded PVC tubed short concrete columns . The principal influencing factors such as concrete strength, loading condition and ratio of height to diameter were studied. Test results indicated that strength and deformation performance of core concrete increased as a result of the confinement of PVC tube. The PVC tube confinement effect on concrete will decrease with an increase in strength of concrete. Load- carrying capacity and deformation of short composite columns with different loading condition made some difference. As the ratio of height to diameter increases, load- carrying capacity and plasticity of short composite columns decreased gradually.

  Info
Periodical
Chapter
Chapter 5: Traditional Construction Materials
Edited by
Xuejun Zhou
Pages
715-718
DOI
10.4028/www.scientific.net/AMM.99-100.715
Citation
J. Dong, D. P. Chen, J. M. Zhao, D. S. Shan, X. Y. Liu, G. Liu, "Experimental Study on Mechanical Properties of Axially Loaded PVC Tubed Short Concrete Columns", Applied Mechanics and Materials, Vols. 99-100, pp. 715-718, 2011
Online since
September 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Li Jun Han, Yong Nian He, Hou Quan Zhang
Abstract:A complete stress-strain experiment curve, gained through exerting low confining pressure on brittle rock, reflects the deformation and...
70
Authors: Jing Si Huo, Guo Wang Huang, Yan Xiao
Abstract:This paper experimentally investigated the effects of axial load level on the residual strength and stiffness of concrete-filled steel...
769
Authors: Jun Su, Shi Lang Xu, Dong Tao Xia
Chapter 2: Frontiers of Building Materials
Abstract:In this article, through the seismic experimental analysis for six frame joints of ultra-high toughness cementitious composites, the...
794
Authors: Cun Hui, Wan Lin Cao, Hong Ying Dong
Chapter 2: Structural Engineering
Abstract:The structural measures about puting the additional energy dissipation plat at the bottom of the CFST columns where bears more stress, was...
620