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

  • CHAPTER TWO -- [Total Page(s) 10]

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    • 2.3 STRENGTH OF MATERIALS
      The strength of a material is the ability to withstand externally applied forces without failing. In the area of strength of materials, Problems are primarily of two types: analysis and design. Problems of analysis could involve finding the greatest load that may be applied to a given body without exceeding specified limiting values of stress and strain. They could also involve determining load induced stresses and strains for comparison with limiting values.
      Engineering materials can therefore with limiting values. Under the following properties;
      2.3.1 Stiffness
      The property that enables a material to withstand high stress without great strain. It is a resistance to any sort of deformation. Stiffness of a material is function of the modulus of elasticity E. A material such as steel having a high value of E will deform less under load.
      2.3.2 Elasticity
      It is the property of material that enables it to regain its original dimensions after removal of a deforming load. There is no known material that is completely elastic in all ranges of stress. Steel is an elastic material only up to the elastic limit. Hence the determination of the elastic limit establishes the elastic range or the limit of elasticity.
      2.3.3 Ductility
      A material which will undergo considerable plastic deformation tensile load before actual rupture is said to be ductile. Ductility is characterized by the percentage elongation of the gauge length of the specimen during the tensile test and by the percent reduction in area of the cross section at the plane of fracture. A metal is said to be ductile if the percent elongation is greater than about 5%.
      2.3.4 Brittleness
      This implies the absence of any plastic deformation to failure. A brittle material is neither ductile nor malleable and will fail suddenly without warning. Brittle materials such as cast-iron, concrete, stone are comparatively weak in tension and are generally not subjected to a tension test. They are usually tested in compression.
      2.3.5 Malleability  
      This is the property of a material enabling it to undergo considerable plastic deformation under compressive load before actual rupture. Most materials that are very ductile are also quite malleable.
      2.3.6 Toughness
      The property of a material enabling it to endure high impact loads or sock loads. When a body is subjected to an impact load, some of the energy of the blow is transmitted and absorbed by the body. The measure of toughness is equal to the area under the stress stain curve from the origin through the rupture point.
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    • 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 ONE - [ Total Page(s): 2 ]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 s ... 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---