INVESTIGATION OF MID-LAYER EFFECTS ON REINFORCED-CONCRETE COLUMN CONFINEMENTS STRENGTHENED WITH COMPOSITE (CFRP) SHEETS

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KARIMZADEH H.; EFTEKHAR M.R.

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Journal: Ferdowsi Civil Engineering Year:2016 | Volume:28 | Issue:1 (15) Page(s): 49-64

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Title

INVESTIGATION OF MID-LAYER EFFECTS ON REINFORCED-CONCRETE COLUMN CONFINEMENTS STRENGTHENED WITH COMPOSITE (CFRP) SHEETS

Author(s)

KARIMZADEH H. | EFTEKHAR M.R. | Issue Writer Certificate

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Abstract

Nowadays, the use of Polymer Composite Material (FRP) has extended widely as a reinforcing material to repair and strengthen important elements of concrete structures, especially columns. Despite extensive research on increasing the rate of ductility and strength of concrete columns confined with FRP composites, there are scarce comprehensive studies concerning the failure strain of wrapping sheets. Some experimental studies showed that FRP failure strain, achieved in standard experiments of determining strain in flat sample was unattainable and the failure strain of wrapping strengthened plates would be less than the above-mentioned amount at column failure...

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APA: Copy

KARIMZADEH, H., & EFTEKHAR, M.R.. (2016). INVESTIGATION OF MID-LAYER EFFECTS ON REINFORCED-CONCRETE COLUMN CONFINEMENTS STRENGTHENED WITH COMPOSITE (CFRP) SHEETS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 28(1 (15)), 49-64. SID. https://sid.ir/paper/195870/en

Vancouver: Copy

KARIMZADEH H., EFTEKHAR M.R.. INVESTIGATION OF MID-LAYER EFFECTS ON REINFORCED-CONCRETE COLUMN CONFINEMENTS STRENGTHENED WITH COMPOSITE (CFRP) SHEETS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2016;28(1 (15)):49-64. Available from: https://sid.ir/paper/195870/en

IEEE: Copy

H. KARIMZADEH, and M.R. EFTEKHAR, “INVESTIGATION OF MID-LAYER EFFECTS ON REINFORCED-CONCRETE COLUMN CONFINEMENTS STRENGTHENED WITH COMPOSITE (CFRP) SHEETS,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 28, no. 1 (15), pp. 49–64, 2016, [Online]. Available: https://sid.ir/paper/195870/en

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