Title : Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of RC deep beams

Type of Material: Thesis
Title: Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of RC deep beams
Researcher: Prasad, Bellam Sivarama Krishna
Guide: Rao, K Ram Mohan
Department: Faculty of Civil Engineering
Publisher: Jawaharlal Nehru Technological University, Hyderabad
Place: Hyderabad
Year: 2013
Language: English
Subject: Beam
Distribution
Evaluation
Influence
Reinforced
Dissertation/Thesis Note: PhD; 0503PH0504
Fulltext: Shodhganga

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035__|a(IN-AhILN)th_453723
040__|aJNTU_500028|dIN-AhILN
041__|aeng
100__|aPrasad, Bellam Sivarama Krishna|eResearcher
110__|aFaculty of Civil Engineering|bJawaharlal Nehru Technological University, Hyderabad|dHyderabad|ein|0U-0017
245__|aEvaluation of influence of beam size and distribution of shear reinforced on strength and ductility of RC deep beams
260__|aHyderabad|bJawaharlal Nehru Technological University, Hyderabad|c2013
300__|a208 p.|c-|dNone
500__|aReferences p. 168- 181 Appendix p. 182-208
502__|bPhD|o0503PH0504
520__|aFruitful research efforts have been made in the recent past tonewlineunderstand the behaviour of reinforced concrete deep beams. Thoughnewlinesignificant developments have been taken place, there is a lack of agreementnewlinebetween the experimental and predicted shear stress since the controllingnewlinefactors are many. The decrease of the nominal critical shear stress with thenewlineincrease in the beam depth without shear reinforcement has been observed.newlineThe prediction of the ultimate nominal shear stress without accounting fornewlinethe beam depth does not yield uniform margin of safety on beams ofnewlinedifferent depths.
653__|aBeam
653__|aDistribution
653__|aEvaluation
653__|aInfluence
653__|aReinforced
700__|aRao, K Ram Mohan|eGuide
856__|uhttp://shodhganga.inflibnet.ac.in/handle/10603/17282|yShodhganga
905__|afromsg

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