• Determination Of The Characteristic Strength Properties Of Mild Steel Reinforcement
    [A CASE STUDY OF ILORIN METROPOLIS]

  • CHAPTER ONE -- [Total Page(s) 2]

    Page 1 of 2

    1 2    Next
    • CHAPTER ONE
      1.0    INTRODUCTION
          Steel is a man-made material containing 95% of iron. The remaining constituent are small amount of element derived from the raw-material use in the making of the steel, as well as other element added to improve certain characteristics or properties of the product (Marcus, 1964).
          Steel reinforcement are used generally in the form of bars of circular cross-section in concrete structure. They are like a skeleton in human body. Plain concrete without steel or any other reinforcement is strong in compression but weak in tension. Steel is one of the best forms of reinforcement to take care of those stresses and to strengthen concrete to bear all kinds of load. In steel reinforcement transverse is very important. They not only take care of structural reinforcement but also help main reinforcement remain in desired positions. They play a very significant role abrupt changes or reversal of stresses like earthquake etc. (www.acclimited.com).
          As compare with concrete, steel is a high strength material. The useful strength of ordinary reinforcing steels in tension as well as in compression i.e the mild strength, is of the order of 10 times compression strength. Reinforcement in concrete is used to absorb the tensile forces so that cracking which is inevitable in high strength concrete does not weaken the structure.    
          However, reinforcement is also used for resisting compression forces primarily where it is desired to reduce the cross- sectional dimensions of compression members, as in the lower floor columns of multi-story buildings. Even if  no such necessity exist, a minimum amount of reinforcement is placed in all compression members to safe guard them against small accidental bending moment which might crack or fail an unreinforced member (George, 1979).
          The most common types of reinforcing are in the form of round bars. The plain round mild steel bars manufactured in accordance with BS 5950 are required to have a characteristic strength in tension of 250N/mm2 with a minimum elongation of 22% accordingly; they are designed grade 250 by the standard.
          Since steel is an engineering material, it is therefore necessary to talk about the strength of this material. The strength of material refers to the materials ability to resist an applied force. A materials strength is a function of engineering processes, and scientist employ a variety of strengthen mechanisms to alter the strength of a materials. The general understanding of the relationship between external forces applied to an engineering structures and resulting action of the members of structure can be achieved by studying the strength of the material (Brunch,1978).
          Tensile strength measure the force required to pull a material. Tensile strength of a material is a limit state of tensile stress that lead to tensile fracture in the manner of ductile fracture, or in the manner of brittle fracture (Sudden breaking in two or more pieces with a load stress state).
      1.2    STATEMENT OF THE PROBLEM   
      According to different researches carried out on collapsed buildings, many were based on the qualities of materials used. The materials which include, concrete and reinforcement are basically the composite materials which determine the strength and stability of a structure. Apart from the different mix ratios used in concrete which may not be accurately applied, there is more concern on the sizes and strengths of reinforcement used in the reinforced concrete structure. The reinforcement being the tensile materials in concrete, bears the tensile stresses on the structures and therefore determine the structures ability to withstand tension. The various concrete elements in buildings are column, beams, slabs, and foundation. If the required sizes and number of bars to be used in the structural elements are not used there will be defects on the structural elements.   
  • CHAPTER ONE -- [Total Page(s) 2]

    Page 1 of 2

    1 2    Next
    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT WILL BE HERE SOON ... Continue reading---

         

      APPENDIX A - [ Total Page(s): 6 ] ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTS CHAPTER ONE 1.0    Introduction  1.2    Statement of the Problem   1.3     Aim and Objectives of the Study  1.4    Justification of the Study       1.5    Scope of the Study   1.6    Proposed Methodology   CHAPTER TWO2.0 Literature Review  2.1 Nigerian Steel Industry (Historical Development)  2.2 Engineering Materials and Properties  2.2.1 Cement and Concrete   2.2.2 Aggregates and Sand  2.2.3 Timber and Plywood   2.3 Strength of Materials ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 10 ]CHAPTER TWO2.0 LITERATURE REVIEW2.1 NIGERIAN STEEL INDUSTRY (HISTORICAL DEVELOPMENT)Planning for the Nigerian steel industry started around 1958. Many international Organizations and consulting firms had been commissioned at various times to study the feasibility of steel plants under the aegis of the Federal Ministry of Industries In 1971 an extra-ministerial agency was established by Decree to focalize efforts required to actualize a steel plant. The agency was called ‘Nigerian Steel Dev ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 3 ]3.3.2 Principle of OperationWith every 2 revolutions made on the hand or motor driven gear box of high mechanical advantage, a force of 20kN (2000kgf) is applied to a test piece held in the chuck pins. The force deflects the spring beam and this deflection operates a level acting on a piston in a cylinder containing mercury. It should be noted that the mercury inside the sleeve must be at zero point before the drive is made, and this can be alone using the mercury adjuster. The recording graph i ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 8 ]vii.    ELASTIC MODULUSThis is the slope of the straight line portion of each curveSpecimen 1 =(change in stress)/(change in strain) =  295/0.012  = 24583 N/〖mm〗^2Specimen 2 =   240/(0.018 )   = 13333N/〖mm〗^2Specimen 3 = 220/0.012  = 20000N/〖mm〗^2Therefore:Average elastic modulus =   (24583+13333+20000 )/3 = 19305N/〖mm〗^24.1.4 ANALYSIS FOR 16mm MILD STEEL SPECIMENSi. ULTIMATE STRENGTH OR TENSILE STRENGTHSpecimen 1 = 489.48N/ã₠... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0 CONCLUSION AND RECOMMENDATION From the test carried out and the results obtained, the average yield strength for specimens diameter of 8mm, 10mm, 12mm, 16mm, 2Omm and 25mm were 79N/mm2, 225 N/mm2, 261 N/mm2, 277 N/mm2, 295 N/mm2 and 297 N/mm2 respectively. It was therefore observed that specimen of 8mm and 10m do not meet the BS8110 specification of 250 N/mm2 for mild steel.However, the analysis shows that the average ultimate strength obtained for the specimens of 8mm, 10mm 12mm ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESAlbert, G.G., (1960), ‘Elements of Physical Metallurgy’, 2 Edition, Addison Wesley Publishing Co. Inc., London, pp337-340Arthur, H.N., et aL, (2004), ‘Design of Concrete Structures’, 13th Edition, Tata McGraw Hill Companies, India, pp38-50Bakare, O.S., (2006), Thesis on Determination of Ultimate Tensile Strength of High Tensile Steel Specimens, Civil Engineering Department, University of Ilorin, Nigeria.Kenneth. L -. Dionisio. B.. (1997), ‘Reinforced con ... Continue reading---