An Experimental investigation was carried out to study the structural behaviour of deep beams using self-compacting concrete (SCC) with glass chopped strands (CS) in 0.06% and polypropylene fibre (PP) in different level of dosage. The SCC mix design was performed for 30 Mpa of Characteristics strength as per Nan-Su method. The SCC Mixes were prepared with Class F fly ash partially replacing cement by 40% . In addition with 0.06% of CS + SCC (CSSCC) in Combination with varying dosage of polypropylene fibre (CS+PP+ SCC), 0.1 (CSPSCC1), 0.2(CSPSCC2) and 0.3% (CSPSCC3) of volume of concrete were prepared. The effect of addition of hybrid fibre on the workability of SCC, CSSCC, CSPSCC1, CSPSCC2 and CSPSCC3 were studied. For the above mentioned mixes the Auxiliary specimens like cubes, cylinders and Prisms were casted and tested for Compression, Splitting Tension and Flexural strength respectively. A set of two Deep beams of size (1000×500×100 mm) were casted for each category of SCC mixes. The deep beams has been investigated for a structural behaviours like load deflection, web strains, energy absorption, toughness and crack width. From the study it has been inferred that addition of hybrid fibres to SCC mixes render beneficial both economical and Technical.
DinakarP., BabuK.G. and SanthanamManu, Durability properties of high volume fly ash self compacting concrete, Cement and Concrete Composites30 (2008), 880–886.
2.
MehtaP.K., Concrete technology for sustainable development –an overview of essential principles, In: MehtaPK, editor, and And Concrete technology for sustainable development in the twenty –first century, New Delhi: Cement manufactures Association, 1999, pp. 1–22.
3.
BouzoubaaN. and LachemiM., Self Compacting concrete incorporating high volumes of class F flyash, Preliminary results, Cement Concrete Research31(3) (2001), 413–420.
4.
KuritaM. and NomuraT., Highly –flowable steel fiber-reinforced concrete containing flyash. In: MalhotraVM, editor. Am Concr Inst SP178, 1998, PP159–PP175.
5.
KimJ.K., HanS.H., ParkY.D., NohJ.H., ParkC.L., KwonY.H., et al. “Experimental reasearchon the materials properties of super flowing concrete. In: BartosP.J.M.MarrsD.L.ClelandD.J., Editors. Production methods and worklability of concrete, E & FN Spon, 1996, pp. 271–284.
6.
MohammadhassaniM., JumaatM.Z., AshourA. and JameelM., Failure modes and serviceability of high strength selfcompacting Concrete deep beams, Engineering Failure Analysis18 (2011), 2272–2281.
7.
KimH.S., LeeM.S. and ShinY.S., Structural Behaviors of deep RC beams under combined axial and Bending Force, Procedia Engineering14 (2011), 2212–2218.
8.
ACI 318, Building Code requirements for structural concrete (ACI 318-99) and Commentary (ACI 318R-99). Detroit: American Concrete Institute; 1999
9.
CIRIA Guide 2 In: The Design of Deep Beams in reinforced concrete. London: Over Arup and Partners and construction Industry Research and Information association. 1984, p 131
10.
Indian standard Plain and Reinforced concrete –code of practice.IS 456:2000, Bureau of Indian Standards, New Dehli.
11.
CEB-FIP 1993. Model code 1990 for concrete structures. London, Comit e Euro-International du B eton, Laussane: Thomas telford services, Ltd., PP437
12.
British Standards Institution (BSI) 1997. Structural use of concrete. Milton Keynes: BSI: BS 8110: Part 1
13.
MohammadhassaniM., JummaatM.Z., JameelM., BadieeH. and ArumugamA.M.S., Ductility and Performance assessment of high strength self compacting (HSSCC)Deep beams: An Experimental Investigation, Nuclear Engineering and Design250 (2012), 116–124.
14.
GoelS., SinghS.P. and SinghP., Flexural Fatigue strength and failure probability of self compacting fibre reinforced concrete beams, Engineering Structures40 (2012), 131–140.
15.
SahmaranM. and YamanI.O., Hybrid fiber reinforced self compacting concrete with a high volume coarse flyash, Construction and Building Materials21 (2007), 150–156.
16.
OkamuraH., Self compacting high performance concrete, Concrete International19(7) (1997), 50–54.
17.
RamanathanP., BaskarI., MuthupriyaP. and VenkatasubramaniR., Performance of self –compacting concrete containing Different mineral admixtures, KSCE Journal of Civil Engineering17(2) (2013), 465–472.
18.
SharifiY., Structural performance of self-compacting concrete used in reinforced concrete beams, KSCE Journal of civil Engineering16(4) (2012), 618–626.
19.
AydinA.C., Self compactability of high volume hybrid fiber reinforced concrete, Construction and Building Materials21 (2007), 1149–1154.
20.
SuN., HsuK.-C. and ChaiH.-W., A simple mix design method for self-Compacting Concrete, Cement and Concrete Research31 (2001), 1799–1807.
21.
OkamuraH. and OzawaK., Self compactable HPC in Japan, SP 169: ACI, Detroit1994, pp. 31–44.
22.
SiddiqueR., Properties of self compacting Concrete containing class F flyash, Materials and Design32 (2011), 1501–1507.
23.
KhayatK.H. and RousselY., Testing and performance of fiber reinforced,self consolidating concrete, Matreials and Structures33 (2000), 391–397.
24.
Appa RaoG., PrasadB.S.R.K. and Ramamohan RaoK., Influence of beam size and distribution of horizontal reinforcement on shear strength of RC deep beams, Journal of Structural Engineering39(3) (2012), 347–354.
25.
YouaZ., b,*Ductility and strength of hybrid fiber reinforced self-consolidating concrete beam with low reinforcement ratios, Systems Engineering Procedia1 (2011), 28–34.
26.
ChoiY.W., LeeH.K., ChuS.B., CheongS.H. and JungW.Y., Shear behavior and performance of deep beams made with self-compacting concrete, International Journal of Concrete Structures and Materials6(2) (2012), 65–78.
27.
GanesanN., IndiraP.V. and SabeenaM.V., Behaviour of hybrid fibre reinforced concrete beam –column joints under reverse cyclic loads, Materials and Design54 (2014), 686–693.
28.
Japanese Society of Civil Engineering, Guide to construction of high flowing concrete, Gihoudou Pub., Tokyo, 1998 (in Japanese).
29.
EFNARC. Specification & guidelines for self-compacting concrete. English edition: European Federation for specialist construction chemicals and concrete systems. Norfolk, UK; February 2002
30.
Indian standard code of practice for 53 grade ordinary Portland cement, IS 12269:1987, Bureau of Indian Standards, New Dehli
31.
Indian standard code of practice for Specification for coarse and fine aggregate from natural sourses for concrete, IS 383:1970, Bureau of Indian Standards, New Dehli
32.
Indian standard code of specification for fly ash for use as pozzolana and admixture, IS 3812:1981, Bureau of Indian Standards, New Dehli
33.
Indian standard code of Methods of test for strength of concrete, IS 516:1959, Bureau of Indian Standards, New Dehli
34.
Indian standard code of Methods of test for Aggregates for concrete, IS 2386(partIII) :1963, Bureau of Indian Standards, NewDehli.
