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IJFTET Volume II, Issue V, April - 2015

 

(Paper ID: 25ET3004201501)

 

Use of Viscosity Modifying Agent and Super Plasticizer in Development of Self Compacting Concrete

 

Document Information:

 

Title:  Use of Viscosity Modifying Agent and Super Plasticizer in Development of Self Compacting Concrete

 

Author(s): Chintan T. Mehta,  M.E. Student-Infrastructure Engineering, Department Of Civil Engineering, K.S.V . University, Gandhinagr, chintanmehta21792@gmail.com.  Umang Patel, Asst. Professor, Department Of Civil Engineering, K.S.V. University, Gandhinagar, umangpatel113486@gmail.comB. M. Marwadi, Asst. Professor, Department of civil Engineering, K.S.V. University, Gandhinagar, bhupendra_civil@ldrp.ac.in.

 

Citation: Chintan T. Mehta, Umang Patel & B. M. Marwadi. "Use of Viscosity Modifying Agent and Super Plasticizer in Development of Self Compacting Concrete", IJFTET, Volume: II , Issue: V  Publication Year: 2015 , Page(s):  1-3

 

Keywords: Guar Gum (VMA), Super Plasticizer, Strength of Concrete, Workability.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: In Self Compacting Concrete Strength can Be achieved by many of criteria. Self compaction can be achieved by many ways including combination of viscosity modifying agent and super plasticizer (SP). In this work guar gum is used as a viscosity modifying agent (VMA). Guar gum added in concrete by weight of cement. 1% to 2% only guar gum added in concrete. 1% to 3% guar gum is added in concrete with 1% SP. Result Shows that by addition of both component gives better compressive strength then normal concrete.

 

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(Paper ID: 25ET3004201502)

 

Riveted Joint of Boiler Shell in Context with the Implementation in Diameter and to Enhance the Efficiency

 

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Title:  Riveted Joint of Boiler Shell in Context with the Implementation in Diameter and to Enhance the Efficiency

 

Author(s): Prof. Nitinchandra R. Patel, Assistant Professor, Department of Mechanical Engineering, G H Patel College of Engineering and Technology,  V.V.Nagar, Gujarat. Gujarat Technological University. nitinchandrarpatel@gmail.comSamit Patel, Sagar Modi, Final year B.E. students, G H Patel College of Engineering and Technology, V.V.Nagar, Gujarat. Gujarat Technological University

 

Citation: Prof. Nitinchandra R. Patel, Samit Patel & Sagar Modi. "Riveted Joint of Boiler Shell in Context with the Implementation in Diameter and to Enhance the Efficiency", IJFTET, Volume: II , Issue: V  Publication Year: 2015 , Page(s):  4-9.

 

Keywords: Tearing Strength, Shearing strength, Pitch, Plate strength, Efficiency.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: Rivets are non-threaded fasteners that are usually manufactured from soft steel, brass or aluminium. They consist of a preformed head and shank, which is inserted into the material to be joined and the second head that enables the rivet to function as a fastener is formed on the free end by a variety of means known as setting. The rivet is driven into the target materials with high force, piercing the top sheets and spreading outwards into the bottom sheet of material under the influence of an upsetting die to form the joint. The aim of the paper  is to bring out better structural efficiency while design the boiler shell using longitudinal joint whenever modification is necessary like change in shell diameter. Two methods that are conventionally used for design of boiler shell are Riveting and welding. Welding joint have certain limitations like they are brittle and have less fatigue strength, Costly equipments are required to make connections. In some industry inspection of welded joint is very difficult compared to riveted joints. In welding there is no provision for expansion and contraction, these results in formation of cracks which decreases the strength of boiler shell. Rivets are used to make permanent fastening. The cylinders are made from plates and whole length of shell may not be obtained from single sheet. Therefore, cylindrical sections are obtained by bending sheets and joining edges by riveted joint. By changing the diameter of the shell and using proper riveted joints at regular interval the structural efficiency of boiler shell can be increased.

 

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(Paper ID: 25ET3004201503)

 

Future Prospective of Multigene Prognostic Tests in Breast Cancer

 

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Title:  Future Prospective of Multigene Prognostic Tests in Breast Cancer

 

Author(s): Debasish Kumar Dey, Department of Biosciences, Bhopal, Madhya Pradesh-462026, India. Barkatullah University. deepdey1993@gmail.com

Debashree Debasmita, P.G Department of Zoology, Vani Vihar, Bhubaneswar, Odisha- 751004, India. Utkal University. 

debashree.debasmita.w@gmail.com

 

Citation: Debasish Kumar Dey & Debashree Debasmita. "Future Prospective of Multigene Prognostic Tests in Breast Cancer", IJFTET, Volume: II , Issue: V  Publication Year: 2015 , Page(s):  10-13.

 

Keywords: Breast Cancer, ER (Estrogen receptor), PGR (Progesterone Receptor), Oncotype DX, Mamma print.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: Breast cancer has been known to mankind since ages, but its detection and diagnosis was rare. Nowadays there has been much awareness against breast cancer so there is a demand for techniques which can help in prognosis of breast cancer. One such method is multigene prognosis test. This gives additional information about the tumor size, tumor grade, whether ER or PGR positive. The test is based on quantification of ER and genes responsible for proliferation rate and combining them into a multivariate prediction models. The prognosis is limited in case of ER negative breast cancer due to its high proliferation rate but these are effective for ER positive breast cancers. The first generation detection tests like Oncotype DX, Mamma print, Genomic Grade Index etc. are more accurate in predicting the recurrence within 5 years than in later years where as newer tests like Breast Cancer Index, Prosigna, Endopredict etc. are more efficient and reliable in prognosis in later years along with initial 5 years. The multigene signatures have helped in shifting the focus from primary prognostic prediction to secondary risk prediction and now the scenario has changed from finding who has better prognosis in surgery alone to who are at higher risk of recurrence after the endocrine therapies. The new areas of prognosis are emerging in the form of immune targeted therapies and sequencing of tumor derived DNA and RNA and reliable quantification of microRNA.

At last, the emergence of several new technologies including RNA sequencing, microRNA profiling and analysis of free circulating DNA allows further widening of multivariate model development. Research groups are exploring these new opportunities for extending prediction models across multiplatform data.

 

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(Paper ID: 25ET3004201504)

 

Different Morphology Techniques in Image Processing

 

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Title:  Different Morphology Techniques in Image Processing

 

Author(s): Niti P. Gupta, Electronics & Communication Engineering Dept., SVIT, Vasad. Gujarat. India. nitipradeepgupta@gmail.com

 

Citation: Niti P. Gupta. "Different Morphology Techniques in Image Processing", IJFTET, Volume: II , Issue: IV  Publication Year: 2015 , Page(s):  14-16.

 

Keywords: Morphology, Structuring Element.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: In this paper, we discuss different morphology Techniques. There are two parts: First, basics of different type of techniques .Another part is the implementation of different techniques through different structuring elements. 

 

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(Paper ID: 25ET3004201505)

 

Performance of Bacillus Pasteurii on Concrete Crack

 

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Title: Performance of Bacillus Pasteurii on Concrete Crack

 

Author(s): Mamun M. Devla, Civil Engineering Department, Parul Institute of Engineering & Technology, Vadodara, Gujarat, India. Mamundevla@gmail.comProf. Megha Thomas, Civil Engineering Department, Parul Institute of Engineering & Technology, Vadodara, Gujarat, India. meghathomas99@gmail.com

 

Citation: Mamun M. Devla & Prof. Megha Thomas. "Performance of Bacillus Pasteurii on Concrete Crack", IJFTET, Volume: II , Issue: V  Publication Year: 2015 , Page(s):  17-19.

 

Keywords: Bacillus pasteurii, compressive strength, Flexural strength.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: This paper describes an innovative biotechnology utilizing micro-biologically induced mineral precipitation for concrete cracks. Due to negative side effect of some of the conventional techniques, bacterial induced carbonate mineralization has been proposed as a novel and environmental friendly strategy for the protection of stone and mortar. This research gives information about the aims is increasing the strength and durability of the concrete used in the present day by introducing bacteria. This microorganism is a soil bacterium. Bacillus pasteurii exhibits a phenomenon known as bio-calcification as a part of its metabolic activity. Bio-calcification is a process through which the micro-organism externally secretes calcium precipitate, which in the presence of a carbonate ion forms CaCO3 which fills up the voids in the concrete texture thus making it more compact. This in turn improves the strength in concrete due to growth of the filler material within the pores of the concrete mixer. Bacterial concrete is a self-healing material and provide strength of the Concrete structure.

 

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(Paper ID: 25ET3004201506)

 

Design of Boiler Shell to Increase Length Acquisited to Enhance the Riveted Joint Efficiency 

 

Document Information:

 

Title:  Design of Boiler Shell to Increase Length Acquisited to Enhance the Riveted Joint Efficiency 

 

Author(s): Prof.  Nitinchandra R. Patel, Assistant Professor, Department of Mechanical Engineering, G H Patel College of Engineering and Technology, V.V.Nagar, Gujarat. Gujarat Technological University. nitinchandarpatel@gmail.com.  Ank Patel, Ajay Patel, Final year students of B.E., G H Patel College of Engineering and Technology, V.V.Nagar, Gujarat. Gujarat Technological University.

 

Citation: Prof.  Nitinchandra R. Patel, Ank Patel & Ajay Patel. "Design of Boiler Shell to Increase Length Acquisited to Enhance the Riveted Joint Efficiency ", IJFTET, Volume: II , Issue: V  Publication Year: 2015 , Page(s):  20-24.

 

Keywords: Tearing Strength, Shearing strength, Pitch, Plate strength, Efficiency.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: Rivets are non-threaded fasteners that are usually manufactured from steel or aluminum. They consist of a preformed head and shank, which is inserted into the material to be joined and the second head that enables the rivet to function as a fastener is formed on the free end by a variety of means known as setting. The rivet is driven into the target materials with high force, piercing the top sheets and spreading outwards into the bottom sheet of material under the influence of an upsetting die to form the joint. The aim of the paper is to design the boiler shell using triple riveted circumferential joint to bring out better structural efficiency.Two methods that are conventionally used for design of boiler shell are Riveting and welding joint.Welding joint have certain limitations like they are brittle and have less fatigue strength, Costly equipments are required to make connections. In some industry, modification is necessary like change in the axial dimension like a length. Rivets are used to make permanent fastening. The cylinders are made from plates and whole length of shell may not be obtained from single sheet. Therefore, cylindrical sections are obtained by bending sheets and joining edges by riveted joint. By changing the length of the shell and using proper riveted joints at regular interval the structural efficiency of boiler shell can be increased.

 

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(Paper ID: 25ET3004201507)

 

Literature Review on Red Mud Powder as a Supplementary Material in Construction Industry

 

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Title:  Literature Review on Red Mud Powder as a Supplementary Material in Construction Industry

 

Author(s): Pratik V. Rathod, Student, Department of Civil Engineering, LDRP-ITR ,KSV University ,Gandhinagar. Pratikrathod623@ymail.com. Mauni Modi, Lecturer, Department of Civil Engineering, LDRP-ITR, KSV University, Gandhinagar. maunimodi.mm@gmail.com.

 

Citation: Pratik V. Rathod &  Mauni Modi. "Literature Review on Red Mud Powder as a Supplementary Material in Construction Industry", IJFTET, Volume: II , Issue: V  Publication Year: 2015 , Page(s):  25-27.

 

Keywords: Concrete, Red Mud, Mechanical Properties, Environment pollution.

 

Article type: Research paper

 

DOI: 30/04/2015  http://ijftet.wix.com/research#!vol-ii-issue-v-apr15/c5oq (Permanent URL)

 

Publisher:Akshar Publication

 

Abstract: Red mud is a waste material generated by the Bayer Process widely used to produce alumina from bauxite throughout the world. The aim of the literature review is to investigate the possibility of replacing the construction material with red mud powder. Because of storing issues, the waste negatively affects the environment. By reviewing research carried out by authors and comparing properties of red mud powder and its effect on concrete properties.This study examines the effects of red mud on the properties of fresh concrete and hardened concrete. The test results show that how its compressive strength & splitting tensile strength decreases with increase red mud content, it is concluded that Optimum percentage of the replacement of cement by weight is found to be 25%.By this percentage replacement we can have strength is equal to the strength of controlled concrete.

 

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