Paper Title:
Experimental Study on the Seismic Behavior of Damage RC Frame Structure Strengthened with Carbon Fiber Reinforced Polymer (CFRP) and Steel Plate
  Abstract

In this test, three models of concrete frame structure are made with the same dimension. The experiment of the models under low-cycle repeated load is studied. One of them is not reinforced for reference, and others are damaged to one certain degree then reinforced with CFRP and steel plate in completely uninstall cases respectively. This test is to study the effects of the two reinforcement methods to the seismic behavior of damaged concrete frame structure. Research shows that: the role steel plate in improving bearing capacity and rigidity of the damaged concrete frame structure is better than CFRP. Comparing with steel plate the CFRP can improve well damaged concrete frame structure ductility and energy dissipation capacity.

  Info
Periodical
Chapter
Chapter 3: Structural Rehabilitation, Retrofitting and Strengthening
Edited by
Xuejun Zhou
Pages
1411-1414
DOI
10.4028/www.scientific.net/AMM.94-96.1411
Citation
S. W. Zhao, H. L. Zhao, J. Zhou, "Experimental Study on the Seismic Behavior of Damage RC Frame Structure Strengthened with Carbon Fiber Reinforced Polymer (CFRP) and Steel Plate", Applied Mechanics and Materials, Vols. 94-96, pp. 1411-1414, 2011
Online since
September 2011
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Price
$32.00
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