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Experimental and Theoretical Investigation on Flexural Behavior of Corroded Steel Beams Strengthened by CFRP Plate
To investigate the flexural behavior of corroded steel beams strengthened by carbon fiber reinforced polymer (CFRP) plate, flexural test of five steel beams were carried out. The effects of corrosion and prestressing force levels on the flexural capacity, failure modes and interfacial stress were investigated. Meanwhile, considering the corrosion surface the calculation method of flexural capacity of corroded beams strengthened by CFRP plate was also established. The results showed that failure modes of corroded beams were the fracture of the CFRP plate after the shear failure of interface on the mid-span and fracture location of CFRP plate was mostly at the loading point. The rough surface of the corroded steel can enhance the efficiency of stress transfer at the interface, thereby improving the effective bond length of the interface. The shear stress was mainly concentrated on the CFRP plate end, and peak value appeared at the loading point. Compared the reference beam, the ultimate flexural capacity of the corroded beam strengthened by CFRP plate with 15% prestress level increased at a ratio of 21%, and utilization ratio of the CFRP plates was up to 71.59%.
Experimental and Theoretical Investigation on Flexural Behavior of Corroded Steel Beams Strengthened by CFRP Plate
To investigate the flexural behavior of corroded steel beams strengthened by carbon fiber reinforced polymer (CFRP) plate, flexural test of five steel beams were carried out. The effects of corrosion and prestressing force levels on the flexural capacity, failure modes and interfacial stress were investigated. Meanwhile, considering the corrosion surface the calculation method of flexural capacity of corroded beams strengthened by CFRP plate was also established. The results showed that failure modes of corroded beams were the fracture of the CFRP plate after the shear failure of interface on the mid-span and fracture location of CFRP plate was mostly at the loading point. The rough surface of the corroded steel can enhance the efficiency of stress transfer at the interface, thereby improving the effective bond length of the interface. The shear stress was mainly concentrated on the CFRP plate end, and peak value appeared at the loading point. Compared the reference beam, the ultimate flexural capacity of the corroded beam strengthened by CFRP plate with 15% prestress level increased at a ratio of 21%, and utilization ratio of the CFRP plates was up to 71.59%.
Experimental and Theoretical Investigation on Flexural Behavior of Corroded Steel Beams Strengthened by CFRP Plate
KSCE J Civ Eng
Zhang, Zong-Xing (author) / Xu, Shan-Hua (author) / Mu, Lin (author) / Peng, Sheng-Yuan (author)
KSCE Journal of Civil Engineering ; 24 ; 2160-2172
2020-07-01
13 pages
Article (Journal)
Electronic Resource
English
Behavior of Corroded Steel Beams Strengthened with CFRP Sheets
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