Experimental Investigation for Secant Stiffness and Energy-Dissipating Capacity Improvement Results of the RC Column Reinforced by AFL

You Lin Zou; Pei Yan Huang

doi:10.4028/www.scientific.net/AMM.488-489.501

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 488-489Experimental Investigation for Secant Stiffness...

Experimental Investigation for Secant Stiffness and Energy-Dissipating Capacity Improvement Results of the RC Column Reinforced by AFL

Abstract:

Select CA-0-J-1 of RC column reinforced by AFL, and un-reinforced CA-0-1 of RC column, respectively perform the low reversed cyclic loading quasi-static contrast test; collate data of experimental results about these two columns, analyze the changes such as fracture morphology, bearing capacity, secant stiffness and energy-dissipating capacity damage of RC columns before and after reinforcement, adopt calculation and Origin software to fit mathematical equations and work out functional relationships between secant stiffness and lateral rate, as well as between energy-dissipating capacity and lateral displacement rate.

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Periodical:

Applied Mechanics and Materials (Volumes 488-489)

Pages:

501-504

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.488-489.501

Citation:

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Online since:

January 2014

Authors:

You Lin Zou*, Pei Yan Huang

Keywords:

Aramid Fiber Laminate (AFL), Quasi-Static Test, Reinforced Concrete (RC) Column, Seismic Performance

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