Journal of structural engineering and management (vol1, issue1) by STM Journals Publication

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Journal of Structural Engineering and Management Jan - April 2014

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Journal of Structural Engineering and Management Focus and Scope Covers † Vibration Impact,Stuctural Dynamics † Experimental Mechanics † Structural Engineering and Structural Mechanics † Analytical and design Methods † Bridge , Dam construction and analysis †

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Dr. Rajiv Prakash School of Materials Science and Technology, Institute of Technology, Banaras Hindu University, Varanasi, India.

Prof. S. Ramaprabhu Alternative Energy Technology Laboratory, Department of Physics, Indian Institute of Technology, Chennai, India.

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Prof. Bankim Chandra Ray

Lecturer, Biological Sciences Group, Birla Institute of Technology & Science, Pilani Rajasthan, India.

Professor and Head, Department of Metallurgical and Materials Engineering National Institute of Technology, Rourkela, India.

Dr. Baldev Raj

Prof.D. N. Rao

Distinguished Scientist & Director, Indira Gandhi Centre for Atomic Research (ICGAR)Kalpakkam, India.

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Dr. Baskar Kaliyamoorthy Associate Professor, Department of Civil Engineering National Institute of Technology Trichy, India.

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Dr. Hardev Singh Virk Professor Emeritus, Eternal University, Baru Sahib, India.

Dr. Pankaj Poddar Scientist, Physical & Materials Chemistry Division, National Chemical Laboratory, Pune, India.

Dr. Nandini Chatterjee Singh Associate Professor, National Brain Research Centre, Manesar, India.

STM Journal (s) Advisory Board & Editorial Board

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Dr. Rakesh Kumar

Head, Materials and Metallurgical Engineering department, PEC University of Technology, Chandigarh, India.

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Dr. Shankargouda Patil

Dr. Shrikant Balkisan Dhoot

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Prof. Subash Chandra Mishra

Prof. Sundara Ramaprabhu

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Prof. Yuwaraj Marotrao Ghugal

Dr. Suchandra Bardhan

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Dr. Anitha Joseph Professor, Department of Civil Engineering TKM College of Engineering, Kerala, India.

Dr. Dinesh Kumar Assistant Professor Department of Mechanical Engineering, Malaviya National Institute of Technology, Jaipur, India.

Mr. Govardhan Bhat Assistant Professor, Department of Civil Engineering, N.I.T, Raipur, India.

Dr. Govindaraja K. Gupta Professor, Goa College of Engineering Bhausaheb Bandodkar Technical Education Complex, Goa, India.

Dr. Kalyan Kumar Das ssociate Professor, Department of Mechanical Engineering, Assam Engineering College, Guwahati, India.

Dr. M. Zeinoddini Associate Professor KNT University of Technology, Tehran, Iran.

Dr. P. Sivakumar Chief Scientist, CSIR-Structural Engineering Research Centre CSIR Campus, Chennai, India.

Dr. Partha Bhattacharya Associate Professor, Department of Civil Engineering, Jadavpur University, Kolkata, India.

Dr. Prem Pal Bansal Assistant Professor, Department of Civil Engineering, Thapar University, Patiala, India.

Dr. Priyadarsini RS Associate Professor, Dept. of Civil Engg, College of Engg., Trivandrum, India.

Dr. R. K. Pandit Professor & Head, Department of Architecture, MITS , Gwalior, MP, India.

Dr. Ramadhansyah Putra Jaya Faculty of Civil Engineering, Polytechnic Tuanku Sultanah Bahiyah, Kedah, Malaysia.

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STM JOURNALS

I take the privilege to present the print version for the Volume 1 Issue (1) of Journal of Structural Engineering and Management. The intension of JoSEM is to create an atmosphere that stimulates creativeness, research and growth in the area of Structural Engineering and Management. The development and growth of the mankind is the consequence of brilliant Research done by eminent Scientists and Engineers in every field. JoSEM provides an outlet for Research findings and reviews in areas of Structural Engineering and Management found to be relevant for National and International recent developments & research initiative. The aim and scope of the Journal is to provide an academic medium and an important reference for the advancement and dissemination of Research results that support high level learning, teaching and research in the domain of Structural Engineering and Management. Finally, and Authors for their continued support and invaluable contributions and suggestions in the form of authoring I express my sincere gratitude and thanks to our Editorial/ Reviewer board write ups/ reviewing and providing constructive comments for the advancement of the journals. With regards to their due continuous support and co-operation, we have been able to publish quality Research/Reviews findings for our customers base. I hope you will enjoy reading this issue and we welcome your feedback on any aspect of the Journal.

Dr. Archana Mehrotra Director STM Journals

Journal of Structural Engineering and Management

Contents

1. Comparative Study of PSC Spun Pole using Higher Grade Concrete without and with Discontinuous Glass Fiber M. B. Varma, S. T. Patil

2. History and Development of Design of Regime Channels: A State of the Art Review Govardhan, Allolli C. M

3. Development of Controlled Concrete by using Hypo Sludge N. Sivakumar, R. Manikandan, C.K. Sidhardhan, S. Saravanan, P. Dinesh

4. Study on Variation of Bond using Anti Corrosive Reagents on Reinforcing Steel Bar K.M. Bipul Shahriar , Sakia Azam, S. M. Hasan Ibna Mizan

Journal of Structural Engineering and Management Volume 1, Issue 1 www.stmjournals.com

Comparative Study of PSC Spun Pole using Higher Grade Concrete without and with Discontinuous Glass Fiber M. B. Varma, S. T. Patil* Department of Applied Mechanics, Government College of Engineering Aurangabad, Maharashtra, India Abstract This experimental study was carried out on the prestressed concrete spun pole of length 13 m with and without use of anti-crack discontinuous glass fiber in high-strength concrete. The pole is having outer diameter at top and bottom as 206 mm and 379 mm respectively. The pole is having thickness 50~55 mm. The investigations were done to study the effect of use of high dispersion discontinuous glass fiber on deflection of spun pole when design load of 350 kg is applied to it. The investigations were also done to study final recovery of deflection after removal of the load. The horizontal load is applied and increased in specific fractions up to design load and corresponding deflections of the pole is measured. Simultaneously, the pole is observed for the appearance of the cracks on the surface area. Final recovery of the deflection is noted after removal of the design load. The same procedure was repeated by increasing the load beyond the designed load. All the above parameters (deflection, crack pattern, recovery) were observed. Considerable improvement in the properties of PSC spun poles was observed during practical investigations.

Keywords: PSC, GFRC, deflection, cracks, recovery

Journal of Structural Engineering and Management Volume 1 Issue 1 www.stmjournals.com

History and Development of Design of Regime Channels: A State of the Art Review Govardhan1*, Allolli C. M.2 1

Department of Civil Engineering, NIT Raipur, Raipur, India 2 Karnataka Irrigation Department, Karnataka, India

Abstract Channels carrying sediment laden water and constructed in erodible alluvial materials must be designed to be silt stable or in regime such canals by definition neither scour nor silt. The design of channel involves the selection of channel alignment, shape, size and bottom slope. In general, a channel changes incessantly in its position, shape and slope, as a consequence of hydraulic forces acting on its bed and banks. The design of irrigation system was first introduced based on the theory regime put forward by Gerald Lacey during the period 1924–1934. Some canals that were designed using Lacey theory have not been satisfactory. A common problem found in the design of channels was siltation. In this paper the history and development of “theory of regime channels” has been discussed. Several theories were proposed since from last three century. Brief review on all regime theories based on literature available has been presented.

Keywords: design of channel, sediment, Regime theory

Journal of Structural Engineering and Management Volume 1 Issue 1 www.stmjournals.com

Development of Controlled Concrete by using Hypo Sludge N. Sivakumar*, R. Manikandan, C.K. Sidhardhan, S. Saravanan, P. Dinesh Department of Civil Engineering, Jay Shriram Group of Institutions, Tirupur, TamilNadu, India

Abstract Over 300 million tones of industrial wastes are being produced per annum by chemical and agricultural process in India. These materials pose problems of disposal and health hazards.The wastes like phosphogypsum, fluorogypsum and red mud contain obnoxious impurities which adversely affect the strength and other properties of building materials based on them. Out of several wastes being produced at present, the use of phosphogypsum, flurogypsum, lime sludge, hypo sludge, red mud, and mine tailing is of paramount significance to protect the environment.Paper making generally produces a large amount of solid waste. Paper fibers can be recycled only a limited number of times before they become too short or weak to make high quality paper. It means that the broken, low- quality paper fibers are separated out to become waste sludge. All the inks, dyes, coatings, pigments, staples and “stickies” (tape, plastic films, etc.) are also washed off the recycled fibers to join the waste solids.The shiny finish on glossy magazine-type paper is produced using a fine kaolin clay coating, which also becomes solid waste during recycling. This paper mill sludge consumes a large percentage of local landfill space for each and every year. Worse yet, some of the wastes are land spread on cropland as a disposal technique, raising concerns about trace contaminants building up in soil or running off into area lakes and streams. Some companies burn their sludge in incinerators, contributing to our serious air pollution problems. To reduce disposal and pollution problems emanating from these industrial wastes, it is most essential to develop profitable building materials from them. Keeping this in view, investigations were undertaken to produce low cast concrete by blending various ratios of cement with hypo sludge. This project is concerned with experimental investigation on strength of concrete and optimum percentage of the partial replacement by replacing cement via 10 %, 20 %, 30 %, 40 %, 50 %, 60 % and 70 % of Hypo Sludge.

Keywords: Paper industry waste, phosphogypsum, fluorogypsum, hypo sludge, low cost concrete

Journal of Structural Engineering and Management Volume 1, Issue 1 www.stmjournals.com

Study on Variation of Bond using Anti Corrosive Reagents on Reinforcing Steel Bar K.M. Bipul Shahriar *, Sakia Azam, S. M. Hasan Ibna Mizan Design division, ACE Consultants Ltd., DOHS Baridhara, Dhaka-1206, Bangladesh Abstract Variation of bond stress with different anti corrosive reagent was determined. When bar is embedded in concrete it is corroded in course of time and corrosion products form pit or holes on the surface of reinforcing bar and reduce cross sectional area of steel and also reduce bond capacity. To protect corrosion, different anti corrosive reagent are available in the market. But the effect of bond, of reinforcing bar with surrounding concrete depending on product type is not known to users. A study are therefore felt important in this study. It is seen that if anti corrosive reagent is used to protect corrosion as the companies claim reduces bond stress from 13-37% depending on type of material (Brick aggregate or stone aggregate) and ratio (1:2:4 and 1:1.5:3). Development length of rebar for situation when anti corrosive reagent is used should be increase.

Keywords: Moon star paint, Berger paint, Asian paints, Aqua paint, Khoa, Sylhet