Residual Axial Capacity Comparison of CFFT and RC Bridge Columns after Fire
The fire performance of protected concrete-filled fiber reinforced polymer (FRP) tube (CFFT) and conventional reinforced concrete (RC) bridge columns is studied through two phases of experimental research comprised of fire exposure and residual axial capacity tests. Two one-fifth scale CFFT columns...
Main Authors: | Alicia Echevarria, Arash E. Zaghi, Richard Christenson, Rachel Plank |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2015-05-01
|
Series: | Polymers |
Subjects: | |
Online Access: | http://www.mdpi.com/2073-4360/7/5/876 |
Similar Items
-
Axial Response of Concrete-Filled FRP Tube (CFFT) Columns with Internal Bars
by: Asmaa Abdeldaim Ahmed, et al.
Published: (2018-09-01) -
Behaviour of reinforced CFFT columns under axial compression loading
by: Ahmed, Asmaa Abdeldaim Ibrahim
Published: (2016) -
Finite Element Modelling of CFFT Small-Scale Wind Turbine Towers
by: Gong, Yikai
Published: (2021) -
Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load
by: Deokhee Won, et al.
Published: (2019-01-01) -
Experimental research on fire resistance of circular steel tube column filled with steel-reinforced high-strength concrete
by: ZHU Siyi, et al.
Published: (2014-06-01)