Volume-7 , Issue-4 , Aug 2019, ISSN 2321-3256 (Electronic Version) Go Back

• Open Access   Article

  Experimental Investigation on Steel Fibers in the Concrete

  Shrikant M. Harle

  Research Paper | Journal (IJSRNSC)

  Vol.7 , Issue.4 , pp.1-7, Aug-2019

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  Abstract
  Cement concrete is the most extensively used construction material in the world. The reason for its extensive use is that it provides good workability and can be moulded to any shape. Ordinary cement concrete possesses a very low tensile strength, limited ductility and little resistance to cracking. Internal micro cracks, leading to brittle failure of concrete. In this modern age, civil engineering constructions have their own structural and durability requirements, every structure has its own intended purpose and hence to meet this purpose, modification in traditional cement concrete has become mandatory. It has been found that different type of fibers added in specific percentage to concrete improves the mechanical properties, durability and serviceability of the structure. It is now established that one of the important properties of Steel Fiber Reinforced Concrete (SFRC) is its superior resistance to cracking and crack propagation. In this work effect of fibers on the strength of concrete for M 20 grade have been studied by varying the percentage of fibers in concrete. Fiber content were varied by 0.50%, 1%, and 2% by volume of cement. Cubes of size 150mmX150mmX150mm to check the compressive strength and beams of size 750mmX100mmX100mm for checking flexural strength were casted. All the specimens were cured for the period of 7, 14 and 28 days before crushing. The results of fiber reinforced concrete for 7days, 14days and 28days curing with varied percentage of fiber were studied and it has been found that there is significant strength improvement in steel fiber reinforced concrete. The optimum fiber content while studying the compressive strength of cube is found to be 1% and also 1% for flexural strength of the beam. Also, it has been observed that with the increase in fiber content up to the optimum value increases the strength of concrete. Slump cone test was adopted to measure the workability of concrete. The Slump cone test results revealed that workability gets reduced with the increase in fiber content.

  Key-Words / Index Term
  steel fibers, compressive strength, slump test, cost comparison and flexural strength

  References
  [1] FS Rotasy “ Compressive strength and high deformation of steel fiber reinforced concrete under high rate of strain.” The international journal of cement composition ,volume 7 number 1,February 1985.
  [2] Clifford A.O. Okeh “Behaviour of hybrid steel fiber reinforced self compacting concrete using innovative hooked-end steel fibers under tensile stress.” Construction and Building Materials, Construction and Building Materials 202 (2019) 753–761.
  [3] Vikrant S. Vairagade, Kavita S. Kene “ Introduction to Steel Fiber Reinforced Concrete on Engineering Performance of Concrete.” International Journal of Scientific & Technology Research Volume 1, Issue 4, May 2012.
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  [5] Aniket Bhosale “A study on the efficiency of steel vs. synthetic vs. hybrid fibers on fracture behavior of concrete in flexure using acoustic emission.” Construction and Building Materials, Construction and Building Materials 199 (2019) 256–268.
  [6] Hamid Behbahani “Steel Fiber Reinforced Concrete: A Review” ICSECM 2011, Ðandy-SriLanka.
  [7] Patil Shweta1, Rupali Kavilkar “ Study of Flexural Strength in Steel Fibre Reinforced Concrete” International Journal of Recent Development in Engineering and Technology (ISSN 2347 - 6435 (Online) Volume 2, Issue 5, May 2014).
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  [11] Wasim Abbass “Evaluation of mechanical properties of steel fiber reinforced concrete with different strengths of concrete” Construction and Building Materials, 21 February 2018.
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  [13] M. Leone, G.Centonze, D. Colonna, F.Micelli, M.A.Aiello “Fibre-reinforced concerte with low content of recycled steel fibre: Shear behavior” Deparment of Innovation Engineering of Salento, via Monteroni,73100 Lecce, Italy ,12 November 2017.
  [14] Ahmed Tareq Noaman , B.H. Abu Bakar ,Hazzian Md.Akil “Experimental investigation on compression toughness of rubberized steel fibre concrete “ Construction and building Materials 115 (2016) 163-170 ,5 April 2016.
  [15] Ozkan Sengul, “Mechanical properties of slurry infiltrated fiber concrete produce with waste steel fibers” Civil Engineering Faculty , Istanbul Technical University ,34469 Maslak, Istanbul, Turkey, 9 August 2018.
  [16] Clifford A.O. Okeh , David W. Begg, Stephanie, Barnett, Nikosb Nanos, “Behaviour of hybrid steel fibre reinforced Self Compacting concrete using innovative hooked-end steel fibers under tensile stress” University of Portsmouth, School of Civil Engineering and surveying, Portland building , Portsmouth P01 3AH,UK, 12 December 2018.
  [17] Wasim Abbas, M. Iqbal Khan, Shehab Mourad “Evalution of mechanical properties of steel fibers reinforced concrete with different strength of concrete” Constuction and Building Materials 168 (2018)556-569, 21 February 2018.
  [18] Rotana Hay and Claudia P. Ostertag, “Influence of transverse cracks and interfacial damage on corrosion of steel in concrete with and without fiber hybridization” Department Of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, USA, 10 March 2019.
  

  Citation
  Shrikant M. Harle, "Experimental Investigation on Steel Fibers in the Concrete," International Journal of Scientific Research in Network Security and Communication, Vol.7, Issue.4, pp.1-7, 2019

• Open Access   Article

  Cyclone and Earthquake Recognition and Estimation using HSV Colour Segmentation and Clustering

  Rosy Mishra, Rajaram Meher, Pratibha Bhoi, Amisha Mohanty

  Research Paper | Journal (IJSRNSC)

  Vol.7 , Issue.4 , pp.8-20, Aug-2019

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  Abstract
  Natural calamities are a threat to human civilization since ancient age. Advancement of technology leads to attract many researchers to pre-prediction of natural disaster such as Earthquake and Cyclone. Even it is a great challenge to estimate the post damage. This paper depicts the Cyclone prior prediction using novel HSV based color segmentation using unsupervised classification approach using K-means clustering. For the better survival of people and also economic point of view, it is most important to know the causes and consequences of natural calamities like earthquake and cyclone. This can be achieved through this research work by determining various combination of k-means clustering algorithm and using correspondence filters. The research not only provides information about applications of image processing techniques but it also provides a quick, easy, effortless knowledge about the effect of cyclone and earthquake in a given area. Rapid advances in k-means clustering have made it possible to obtain images of the atmosphere using different HSV technologies, make weather prediction better.

  Key-Words / Index Term
  HSV (Hue Saturation Value), Histogram, K-means clustering

  References
  [1] Ishita Dutta , Sreeparna Banerjee , Mallika De , ” An Algorithm for Pre-Processing of Satellite Images of Cyclone Clouds “ , International Journal of Computer Applications (0975 – 8887) Volume 78 – No.15, September 2013.
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  Citation
  Rosy Mishra, Rajaram Meher, Pratibha Bhoi, Amisha Mohanty, "Cyclone and Earthquake Recognition and Estimation using HSV Colour Segmentation and Clustering," International Journal of Scientific Research in Network Security and Communication, Vol.7, Issue.4, pp.8-20, 2019

• Open Access   Article

  An Approach of Detecting and Elimination of Black Hole Attack in AODV Based Mobile Ad-hoc Network (MANET) Based on MESS Network

  S. Khushbu, R. K. Bathla

  Research Paper | Journal (IJSRNSC)

  Vol.7 , Issue.4 , pp.21-25, Aug-2019

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  Abstract
  Security in compact extemporaneous framework (MANET) is one of the key challenges due to its exceptional features for instance hop by-skip trades, dynamic topology, and open framework limit that got huge thought by analysts. Standard security systems are not fitting in MANET as a result of its remarkable properties. In this paper, a novel procedure called distinguishing and murdering dull holes (DEBH) is proposed that uses a data control group and an additional dim opening check table for perceiving and discarding malicious center points. Benefitting by trustable center points, the getting ready overhead of the security methodology lessens by taking a break. Extraordinarily selected on-demand partition vector (AODV) coordinating show is used as the directing show in our structure. Resulting to finding the freshest way using AODV, our arrangement checks the prosperity of picked way. In the event that there ought to be an event of distinguishing any harmful center point, it is separated from the entire framework by conveying a bundle that contains the ID of poisonous centers. Diversion results exhibit that DEBH assembles compose throughput and decreases bundle overhead and deferral in assessment with other thought about systems. Also, DEBH can distinguish all unique noxious centers which produce blemish guiding information.

  Key-Words / Index Term
  MANET, AO-DDV(appointed on-demand division vector), Hub

  References
  [1]. J Jan von Mulert, Ian Welch , Winston K.G. Seah “Security Threats and Solutions in MANETs: A Case Study using AODV and SAODV” Elsevier 2012.
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  Citation
  S. Khushbu, R. K. Bathla, "An Approach of Detecting and Elimination of Black Hole Attack in AODV Based Mobile Ad-hoc Network (MANET) Based on MESS Network," International Journal of Scientific Research in Network Security and Communication, Vol.7, Issue.4, pp.21-25, 2019

• Open Access   Article

  Assessment on different tools used for Simulation of routing for Low power and lossy Networks(RPL)

  Manish Mishra, Piyush Shukla, Rajeev Pandey

  Research Paper | Journal (IJSRNSC)

  Vol.7 , Issue.4 , pp.26-32, Aug-2019

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  Abstract
  RPL is the iIPv6 routing protocol for low-power and lossy networks, standardized by IETF in i2012 as iRFC6550. specifically, RPL is designed to be a simple and inter-operable networking protocol for resource-constrained devices in industrial, home, and urban environments intended to support the division of the internet of things with thousands of devices interconnected through multihop mesh networks. More than four years have passed science the standardization of RPL, and we believe that it iis time to examine and understand its current state. In this paper, we review the history of research efforts in RPL; what aspects have been (and have not been) iinves-litigated and evaluated, how they have been studied, what was (and was not) implemented, and what remains for future investigation. We reviewed over i97 [41] iRPL-related academic research papers published by major academic publishers and present a topic-oriented survey for these research efforts. Our survey shows that only 40.2% of the papers evaluate RPL through experiments using implementations ion real embedded devices, ContikiOS and TinyOS are ithe two most popular implementations i(92.3%), and iTelosB was ithe most frequently used hardware platform i(69%) ion testbeds that have average and median size of i49.4 and i30.5 inodes, respectively. furthermore, unfortunately, despite it being approximately four years since its initial standardization, we are yet to see wide adoption of RPL as part of real-world systems and applications. We present our observations on the reasons behind this and suggest directions ion which RPL should evolve.

  Key-Words / Index Term
  RPL, IPv6, routing protocol, Internet of Things (IoT), low-power and lossyinetworks (LLN), Cooja

  References
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  Citation
  Manish Mishra, Piyush Shukla, Rajeev Pandey, "Assessment on different tools used for Simulation of routing for Low power and lossy Networks(RPL)," International Journal of Scientific Research in Network Security and Communication, Vol.7, Issue.4, pp.26-32, 2019