lOMoARcPSD|25789102 Tensile TEST of a specific material Strength of materials (Nelson Mandela University) Studocu is not sponsored or endorsed by any college or university Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 TENSILE TEST M.MANOGO AIM The aim of a tensile test is to determine some certain material properties like yield strength, modulus of elasticity, ultimate tensile strength, elongation till fracture and reduction in area of the specimen after it has been deformed. Tension tests provide information on the ductility and strength of materials under uniaxial tensile stress. The test is performed at room temperature (10°C - 38°C). The measurement of the ductility of a material is simply the reduction of area and we acquire that after the specimen has been deformed. The test is going to produce the stress-strain relationship and explain how the material properties make up the curve, like the yield point as the point where strain increases and the material experiences some amount of permanent deformation and the point where the curve begins to fall, the material’s ultimate tensile strength has been reached. This point is the maximum stress that can be applied to a material under tension before failure (reference). See figure 1. TEST SAMPLE The sample must be the ASTM E8/E8M flat metal alloy specimen with a width of 12.5mm and gauge length of 50mm. 1 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 APPARATUS TENSILE TESTING MACHINE The tensile is performed using an 8801 Instron testing machine. The machine has proper capabilities to test the flat specimen. The machine has four main parameters: force capacity, speed, precision and accuracy. Force capacity refers to the fact that the machine must generate enough force to fracture the specimen. The machine has the capabilities to properly align the specimen before the test begins. Alignment for the specimen is critical, if the specimen is misalignment, the machine will apply a bending force, this is bad for brittle materials because the results will be skewed. (reference). EXTENSOMETER An extensometer measures the test specimen elongation to characterize strain. Using the strain and the effective stress you can calculate the modulus of elasticity. The extensometer has a specific software that enables it to record data. VERNIER CALIPER An instrument that can be used to measure internal and external distances extremely accurately. Its scale has an accuracy of 0.01mm. It is used to measure dimeters and length of the specimen. SPECIMEN An ASTM E8/E8M flat type specimen with a 50mm gauge length. TEST PROCEDURE Measure each specimen with Vernier callipers to determine the initial cross-sectional area and average diameter. Then mark the specimens gauge length so that the distance between the two marks could be measured after. (reference). Make sure the extensometer and the computer are on the same required method for the procedure, put it in settings then zero the load cell. Install the specimen into the grip and make sure the crosshead is in a suitable position so that the specimen can fit between the jaws. Attach the extensometer, manually zero the force and extension on the keypad. Set the test settings so that the extensometer stops at 5mm extension then test the specimen. Do not make any adjustments when the test is running. When the specimen fractures the machine will automatically stop, take the specimen and measure the final gauge length, width and thickness. Take readings from screen then save your results. 2 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 SAFETY MEASURES The ASTM E8/E5M standard have a lot of safety precautions. Here are some precautions: The grips of the testing machine must be serrated so that there is no slippage of the specimen. If the specimen breaks due to any reason other than the tensile stress, the results should be discarded, and a new test should be performed on a new specimen. The misalignment of the specimen should not be allowed. Thickness of the specimen should be according to the related standard. Safety boots should always be worn. RESULTS MATERIAL IDENTFICATION: Steel ASTM E8M Flat specimen Sample Identification Specimen details before testing Data Width mm 12.51 +- 0.01 Thickness mm 2.95 +- 0.01 Cross sectional Area mm2 36.90 Gauge length to be marked on specimen mm 50 +- 0.01 Final Gauge Length mm Width (final) mm Thickness (final) mm Final Area Comments: The mm2 54.97 10.77 2.01 21.61 Specimen details after testing width and thickness of the specimen decreases as the test proceeds, this causes the cross sectional area to also decrease. The gauge length increases. 3 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 Engineering stress vs strain graph 800000000 700000000 600000000 Tensile stress 500000000 400000000 300000000 200000000 100000000 0 0 0,005 0,01 0,015 0,02 0,025 0,03 0,035 Tensile strain 4 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 (The Engineering Stress versus Strain relationship for determining the 0.2% proof stress.) Engineering stress vs strain graph 800000000 700000000 600000000 Tensile stress 500000000 400000000 300000000 200000000 100000000 0 0 0,005 0,01 0,015 0,02 0,025 0,03 0,035 Tensile strain 5 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 Description of tests: Tensile data and calculated results MATERIAL: STEEL Date: 09:54:16 Sample Identification = 24870 36.90 Ultimate Tensile Stress MPa Proportional limit MPa = 673.98 = 427.61 Yield Stress MPa 0.2% Proof Stress MPa 655.35 Fracture Stress MPa 500.01 %Elongation = 54,97 – 50 x 100 50 %-Elongation = 9.94 % % %Reduction in area = 31.90 – 21.61 x 100 31.90 %-Reduction in area = 32.26 % % 6 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 Modules of Elasticity GPa = 213.80 = (427.61)^2 2(213803.03) Modules of Resilience Modules of Toughness MJ/m3 MJ/m3 = 0.43 = = ½ stress x strain = ½ (673872314.5) x (0.0291) =9804842.18 =9.80 DISCUSSION The tensile test determines mechanical properties of a material. The properties determined in this test are ultimate tensile strength, yield stress, elongation, and reduction in area. The properties were calculated in the table above. The results obtained from the test and the ones calculated shows that the specimen undergoes ductile fracture. The reduction in areas and the modulus of toughness shows that the steel used is ductile, a material with high ductility and high strength will have more toughness and a material with low ductility and low strength will have low toughness. The material elongated between the onset of yield and eventually fractured at some point while under tensile load. Two methods are used to measure ductility: Reduction in area of fractured region 7 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 Percentage elongation after fracture Where: Ao – Initial cross – sectional area of the tensile specimen Af – Final cross – sectional area of the tensile specimen Li – Initial gauge length of the tensile specimen Lf – Final gauge length of the tensile specimen On the test the reduction in area was 32.26% while the percentage increase in length was 9.94%. The shape of the tensile specimen plays a major role in the determination of its ductility. The trend portrays a linear elastic behaviour up to the proportional limit. The amount of tensile stress applied before plastic deformation (yield point) produces below 0.005 of tensile strain. The yield strength must be calculated from 0.2% strain. An intersection between the 0.2% offset line and the stress – strain curve represents the yield strength at 0.2% offset line. The line intercepting the 0.2% offset line and the stress – strain curve must be drawn from 0.2% strain parallel the slope of the stress – strain curve intercepting at the yield point. The yield strength values have to be replaced by the ultimate tensile strength values for safety in engineering designs. In engineering safety, we look at a few considerations: The consequences of failed structures Estimation of deterioration The accuracy of the loads used in the components and structure Comparison of an already existing labelled stress – strain curve and the one obtained in the experiment. Tensile tests are used to asses quality of materials manufactured all around the world. The test is extremely important and essential to perform to measure the quality of materials under tension forces. The test determines the strength of various metals. 8 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 9 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com) lOMoARcPSD|25789102 REFERENCES Clausin, D. P., 1966. The Tensile Fracture of Mild Steel, California: Carlifonia Institute of Technology. COLLINS, D., 2019. Linear Motiontips. [Online] Available at: http://www.linearmotiontips.com [Accessed 19 april 2020]. Commitee, A., 2016. Standard Test Methods for Tension Testing of Metallic Metarials, West Coshohoken: ASTM International. Davis, J. R., 2004. Tensile testing. 2nd ed. Ohio: ASM International. Hibbeler, R. C., 2011. Mechanics of materials. 8th ed. New York: Cloth. Spiret, M., 2019. How to perfom a tension strength test on metals according to ASTM E8/E8M. The definitive guide to ASTM E8/E8M tension testing of metals, iii(11), p. 90. Spiret, M., 2020. INSTRON. [Online] Available at: http://www.instron.com [Accessed 21 APRIL 2020]. Wikipedia, 2019. wikipedia. [Online] Available at: http://www.wikipedia.com [Accessed 26 April 2020]. 10 Downloaded by Duncan Mashaba (duncanmashaba6@gmail.com)