SPAN-TO-DEPTH RATIO EFFECT ON SHEAR STRENGTH OF STEEL FIBER-REINFORCED HIGH-STRENGTH CONCRETE DEEP BEAMS USING ANN MODEL

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NAIK UDAY; KUTE SUNIL

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Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2013 | Volume:5 | Issue:- Page(s): 1-12

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Title

SPAN-TO-DEPTH RATIO EFFECT ON SHEAR STRENGTH OF STEEL FIBER-REINFORCED HIGH-STRENGTH CONCRETE DEEP BEAMS USING ANN MODEL

Author(s)

NAIK UDAY | KUTE SUNIL | Issue Writer Certificate

Keywords

ARTIFICIAL NEURAL NETWORK

DEEP BEAM

HIGH STRENGTH

STEEL FIBER

SHEAR SPAN RATIO

SPAN TO DEPTH RATIO

VOLUME FRACTION

FIBER ASPECT RATIO

Abstract

The paper predicts the shear strength of high-strength STEEL FIBER-reinforced concrete DEEP BEAMs. It studies the effect of clear span-to-overall depth ratio on shear capacity of STEEL FIBER high-strength DEEP BEAMs using ARTIFICIAL NEURAL NETWORK (ANN8). The three-layered model has eight input nodes which represent width, effective depth, VOLUME FRACTION, FIBER ASPECT RATIO and shear span-to-depth ratio, longitudinal steel, compressive strength of concrete, and clear span-to-overall depth ratio. The model predicts the shear strength of high-strength STEEL FIBER DEEP BEAMs to be reasonably good when compared with the results of proposed equations by researchers as well as the results obtained by neural network (ANN7) which is developed for seven inputs excluding span-to-depth ratio. The developed neural network ANN8 proves the versatility of ARTIFICIAL NEURAL NETWORKs to establish the relations between various parameters affecting complex behavior of STEEL FIBER-reinforced concrete DEEP BEAMs and costly experimental processes.

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APA: Copy

NAIK, UDAY, & KUTE, SUNIL. (2013). SPAN-TO-DEPTH RATIO EFFECT ON SHEAR STRENGTH OF STEEL FIBER-REINFORCED HIGH-STRENGTH CONCRETE DEEP BEAMS USING ANN MODEL. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 5(-), 1-12. SID. https://sid.ir/paper/319755/en

Vancouver: Copy

NAIK UDAY, KUTE SUNIL. SPAN-TO-DEPTH RATIO EFFECT ON SHEAR STRENGTH OF STEEL FIBER-REINFORCED HIGH-STRENGTH CONCRETE DEEP BEAMS USING ANN MODEL. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2013;5(-):1-12. Available from: https://sid.ir/paper/319755/en

IEEE: Copy

UDAY NAIK, and SUNIL KUTE, “SPAN-TO-DEPTH RATIO EFFECT ON SHEAR STRENGTH OF STEEL FIBER-REINFORCED HIGH-STRENGTH CONCRETE DEEP BEAMS USING ANN MODEL,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 5, no. -, pp. 1–12, 2013, [Online]. Available: https://sid.ir/paper/319755/en

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