CFRP EEFFECTS ON REINFORCED CONCRETE DEEP BEAMS

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ARABZADEH A.; AMANI DASHLEJEH A.; MAHMOUDZADEH KANI I.; SAEED INANLOO K.

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Journal Paper

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Journal: Ferdowsi Civil Engineering Year:2016 | Volume:27 | Issue:2 Page(s): 1-16

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Title

CFRP EEFFECTS ON REINFORCED CONCRETE DEEP BEAMS

Author(s)

ARABZADEH A. | AMANI DASHLEJEH A. | MAHMOUDZADEH KANI I. | SAEED INANLOO K. | Issue Writer Certificate

Keywords

DEEP BEAMQ2

REINFORCED CONCRETEQ2

CARBON FIBER REINFORCED POLYMER (CFRP)Q2

Abstract

DEEP BEAMs are type of beams which their behavior is different from conventional beams because of their particular type of geometry. In this paper, the retrofitting of these beams is considered and 10 DEEP BEAMs are tested experimentally and discussed about retrofitting methods. Experimental studies indicate that the use of CFRP bands in the direction perpendicular to diagonal cracks in comparison with the use of CFRP in vertical direction are appropriate in condition that many CFRP with less width be used instead of using wide CFRP with lower number. The comparison of the experimental results is conducted with the results of existing relations in literature. The comparison shows that the existing relations cannot correctly predict the behavior and ultimate load of DEEP BEAMs retrofitted by FRP tested in this paper.

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APA: Copy

ARABZADEH, A., AMANI DASHLEJEH, A., MAHMOUDZADEH KANI, I., & SAEED INANLOO, K.. (2016). CFRP EEFFECTS ON REINFORCED CONCRETE DEEP BEAMS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 27(2), 1-16. SID. https://sid.ir/paper/195808/en

Vancouver: Copy

ARABZADEH A., AMANI DASHLEJEH A., MAHMOUDZADEH KANI I., SAEED INANLOO K.. CFRP EEFFECTS ON REINFORCED CONCRETE DEEP BEAMS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2016;27(2):1-16. Available from: https://sid.ir/paper/195808/en

IEEE: Copy

A. ARABZADEH, A. AMANI DASHLEJEH, I. MAHMOUDZADEH KANI, and K. SAEED INANLOO, “CFRP EEFFECTS ON REINFORCED CONCRETE DEEP BEAMS,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 27, no. 2, pp. 1–16, 2016, [Online]. Available: https://sid.ir/paper/195808/en

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