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ARCH 7048 Construction Management And Technology II

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ARCH 7048 Construction Management And Technology II

0 Download3 Pages / 501 Words

Course Code: ARCH7048
University: The University Of Adelaide

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Country: Australia

Question:
Disucss about the Construction Management and Technology II. To observe the relationship between stress and strain, identifying elastic, plastic and fracture behaviour, and to determine the modulus of elasticity, yield point and ultimate tensile strength of mild steel.
Answer:

Introduction
The mechanical properties of materials are the features that determine how materials will behave when forces are applied to them. Examples of properties that are important in structures are elasticity, yield point, plasticity, ductility, toughness, fracture and ultimate strength. This exploration will measure some of these properties for mild steel, a basic structural material.
Objective
To observe the relationship between stress and strain, identifying elastic, plastic and fracture behaviour, and to determine the modulus of elasticity, yield point and ultimate tensile strength of mild steel.
Equipment
Instron universal testing machine, steel rod
Procedure
Working with the supervisor you will use the Instron universal testing machine on a sample of mild steel rod in order to record the relationship between stress and strain, identify elastic, plastic and fracture behaviour, and determine its modulus of elasticity, yield point and ultimate tensile strength.
Relevant relationships
Stress = force or load /area of application of the force. (1)
Tensile strain  = change in length /original length. (2)
Modulus of elasticity = increase in stress /increase in strain. (3)
Tensile test. Using the calliper measure the diameter of the turned section of the mild steel rod, place it in the jaws of the testing machine. Increase the tensile force on the specimen, taking pairs of readings of force and extension. After 20 kN pause and note the trend of the readings so far. Then continue to increase the load until the specimen yields, noting the readings. When it has broken, compare the length of the tested specimen with its original length and measure the diameter of the steel at and near the point of failure. Note any interesting features of the mode of failure of the specimen. Convert the readings of load and extension to values of stress and strain, use Microsoft Excel to plot a graph of stress against strain and determine the modulus of elasticity from the slope of the elastic region. The line will not necessarily pass through the origin because of unavoidable errors in setting up the extensometer. Also record the maximum load the specimen withstood and use this to calculate the ultimate tensile stress as peak force/cross-sectional area. Consider whether the maximum load was the same as the load at the instant of breakage.  Determine the yield point (the stress at the elastic limit) from the graph.
Report
In your report you should aim to be providing answers to the questions posed by your objectives (above). Sketch the relationship between stress and strain, identifying elastic, plastic and fracture behaviour, calculate the modulus of elasticity, yield point and ultimate tensile strength of mild steel and compare it with published data on steel from a reference source. Discuss your results and comment on the level of agreement. Discuss any sources of error and also whether the method used is appropriate for the objective. Report and comment on the differences between the yield point and the ultimate tensile stress for steel as determined in the tensile test.
References
Construction Materials by Illston and Domone, chapter 1.

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