BEHAVIOR OF REINFORCED CONCRETE COLUMNS CONFINED BY CFRP WRAPS UNDER ECCENTRIC LOADING

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ESFAHANI M.R.; SALEHIAN H.R.

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Journal: Year:2006 | Volume:39 | Issue:5 (93) Page(s): 559-569

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Title

BEHAVIOR OF REINFORCED CONCRETE COLUMNS CONFINED BY CFRP WRAPS UNDER ECCENTRIC LOADING

Author(s)

ESFAHANI M.R. | SALEHIAN H.R. | Issue Writer Certificate

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Abstract

This paper presents the results of an experimental study on the behavior of reinforced concrete columns, confined by CFRP wraps, under eccentric loading. Experimental specimens consist of 6 RC square columns. The dimensions of the sections of columns were 200 by 200 mm and the length of all columns was 700 mm. six specimens were wrapped using unidirectional Carbon Fibers. Experimental results show that the positive effect of confinement due to CFRP Wraps on the column strength decreases with increasing the load eccentricity

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APA: Copy

ESFAHANI, M.R., & SALEHIAN, H.R.. (2006). BEHAVIOR OF REINFORCED CONCRETE COLUMNS CONFINED BY CFRP WRAPS UNDER ECCENTRIC LOADING. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 39(5 (93)), 559-569. SID. https://sid.ir/paper/14443/en

Vancouver: Copy

ESFAHANI M.R., SALEHIAN H.R.. BEHAVIOR OF REINFORCED CONCRETE COLUMNS CONFINED BY CFRP WRAPS UNDER ECCENTRIC LOADING. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2006;39(5 (93)):559-569. Available from: https://sid.ir/paper/14443/en

IEEE: Copy

M.R. ESFAHANI, and H.R. SALEHIAN, “BEHAVIOR OF REINFORCED CONCRETE COLUMNS CONFINED BY CFRP WRAPS UNDER ECCENTRIC LOADING,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 39, no. 5 (93), pp. 559–569, 2006, [Online]. Available: https://sid.ir/paper/14443/en

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