Paper Title:
Experimental Method of Axial Compressive Existing Concrete Columns Strengthened with Externally Bonded FRP
  Abstract

To study the experimental method of axial compressive test of concrete columns in service strengthened with bonding FRP(fiber reinforced plastic), the post-tensioned pre-stressing method was employed to exert initial stress to the specimens before bonding FRP, Then FRP was bonded. Axial loading method of the specimens was that one main jack exerted axial force and two jacks provided stiffness for the specimens. In this way the complete stress-strain curves of specimens was obtained. The results indicated the technical target of axial compressive test of in service concrete columns strengthened with FRP was greatly achieved by using this experimental method.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 3: Security and Life Cycle Engineering Design of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
1431-1434
DOI
10.4028/www.scientific.net/AMR.368-373.1431
Citation
H. Z. Kang, W. H. Ma, X. Q. Wang, Y. H. Ye, "Experimental Method of Axial Compressive Existing Concrete Columns Strengthened with Externally Bonded FRP", Advanced Materials Research, Vols. 368-373, pp. 1431-1434, 2012
Online since
October 2011
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Price
$32.00
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