20th International Conference on Structural Mechanics in Reactor Technology (SMiRT 20) Espoo, Finland, August 9-14, 2009 SMiRT 20-Division II, Paper 1614 A proposal to measure damage in SAE 8620 carbon steel specimen, caused by Multiaxial Fatigue-Corrosion Paulo de Tarso Vida Gomes 1, Nelson do Nascimento Atanázio Filho 2, Emerson Giovani Rabello 3, Denis Henrique Bianchi Escaldaferri 4, Tanius Rodrigues Mansur 5 1 Nuclear Technology Development Center, P.O. Box 941, Brazil, gomespt@cdtn.br 2 Nuclear Technology Development Center, P.O. Box 941, Brazil, nnaf@cdtn.br 3 Nuclear Technology Development Center, P.O. Box 941, Brazil, egr@cdtn.br 4 Nuclear Technology Development Center, P.O. Box 941, Brazil, dhbs@cdtn.br 5 Nuclear Technology Development Center, P.O. Box 941, Brazil, tanius @cdtn.br Keywords: Multiaxial Fatigue, Rotating-bending fatigue, Corrosion fatigue 1 ABSTRACT Studies about the fatigue phenomenon in structural or mechanical parts have wide objectives, it is estimated that the fatigue is responsible by 80% a 90% of the in service failures of structural and mechanical components causing economics, environmental and social prejudice. Author s quote that in USA, the cost related to materials fatigue is approximately 3% of the PIB and it is estimated that similar values are expected for others industrialized countries. They affirm that these costs must increase still more with the prevention of fatigue failure and estimation of the remaining life of the structural and mechanical components. Fatigue is the failure phenomenon of a material under cyclic load. It is a problem that affects any component that movies or supports load (forces, temperature, etc.) that change with the time. It is possible to define the fatigue as a localized degradation process, progressive and permanent that occurs in a material subject to stress and strain variation and that produce cracks nucleation or a entire fracture after sufficient number of cycles. The quantitative damage evaluation is a complex task, since she involves microscopic and macroscopic characteristics of material. It is possible classify the damage evaluation methods in direct and indirect. The direct methods are those that allow evaluate the damaged area respecting to the non-damaged area. They are the micro defect density measurements utilizing microscopy and porosity measurements by X-ray diffraction or density change. The indirect methods are those utilize the damage effect measurements in the physical or mechanic properties of materials. They can be destructive and non-destructive methods. The objective of this work is to develop a technique of damage measurement in SAE 8620 carbon steel, caused by multiaxial fatigue-corrosion utilizing material electrical resistivity variation. 2 INTRODUCTION Studies about the fatigue phenomenon in structural or mechanical parts have wide objectives, it is estimated that the fatigue is responsible by 80% a 90% of the in service failures of structural and mechanical components causing economics, environmental and social prejudice. Dowling (1998) quotes that in USA, the cost related to materials fatigue are approximately 3% of the PIB and it is estimated that similar values are expected for others industrialized countries. He affirms that these costs must increase still more with the prevention of fatigue failure and remaining life estimation of the structural and mechanical components. Fatigue is the failure phenomenon of a material under cyclic load. It is a problem that affects any component that movies or supports load (forces, temperature, etc.) that change with the time. It is possible to define the fatigue as a localized degradation process, progressive and permanent that occurs in a material subject to stress and strain variation and that produce cracks nucleation or a entire fracture after sufficient number of cycles, ASTM-E 823-96(2000). 1
An important concept in fatigue studies is the damage. In the continuum mechanics context, damage in materials is defined as a phenomenon that decreases the mechanical component strength, and it can promote its failure. The damage creation process consists in the nucleation of superficial discontinuities (micro crack) and/or volumetric (micro pores) in the material. It begins when the localized stress exceeds the material yield strength of the mechanical component that is under stress or strain variation, Barson e Rolfe (1987) and Lemaitre and Chaboche (1985). In a general manner mechanical components sustain damage during the entire life, whenever external loads exceed the allowable stresses. In the application where the fatigue problem is decisive, the damage measurement has a fundamental importance because it is cumulative and irrecoverable. The final state of the damage is the volume element rupture. The damage quantitative evaluation is a complex task, since it involves microscopic and macroscopic characteristics of the material. Its can classify the damage evaluation methods in direct and indirect. The direct methods are those that allow evaluate the damaged area A p in relation to the non-damaged area A. These methods are the micro defect density measurement utilizing microscopy and porosity measurements by density variation or by X- ray diffraction. The indirect methods are those that utilize the measurement of the damage effects in physical or mechanical properties of the materials. 3 MATERIALS AND METHODOLOGY 3.1 The proposed technique to damage measurement The proposed technique to measure the damages caused by high cycle fatigue is the technique that utilizes the electrical resistance variation measurement considering that the electrical resistivity is variable after determined number of fatigue cycles. Considering the high cycle rotating bending fatigue test, Sun B. and Guo Y.(2003) present the eq.(1) as a manner of damage measurement: R " R D = 1# = R! R! (1) Where:! R is the increment in the electric resistance variation between the virgin material and the damaged material. R is the electric resistance of the virgin material, R! is the electric resistance of the damaged material. If D = 1, R # "! that means the rupture of the specimen. The eq. (1), is based in the uniform distribution of the damages and consider the electric resistivity constant. To consider the electric resistivity variation due to high cycle fatigue damage, Sun (2003) suggests the eq.(2) to metallic materials. 3 R" 2 1+ 2D = R 1! D (2) In the high cycle rotating bending fatigue test, the damages are related to the applied alternate stress that which varies with the distance of the considered point to the neutral line. To consider this fact Sun B. and Guo Y. (2003) suggest this eq.(3), e eq.(4). 2r D = DM d (3) ' R! $ % 5 ( " R R DM = 1( & # ' 2R $ R! % + 2" & R! # Where DM is the measured damage in the specimen surface. (4) 2
3.2 Multiaxial corrosion-fatigue tests and damage measurement It will be made fatigue tests in neutral and corrosive environment to compare the effects of the environment over the fatigue damage in the tested material. It was choose four groups of test stress values from the values obtained in rotating bending fatigue test tests, (Mansur T. R. (2003) and Atanásio N.N.F.(2006). For each group will be tested five specimens. For each specimen will be measured the ΔR/R values, those that will be plotted in function of the number of the fatigue cycles. These values of ΔR/R will be measured in steps of 20000 cycles up to rupture, utilizing a Kelvin bridge. 3.3 Design and fabrication of a machine able to apply cyclic loads of torsion and flexure in the specimens The specimens will be submitted to multiaxial corrosion fatigue, therefore was designed and constructed a machine able to apply cyclic loads of torsion and flexure in these specimens. The loads will be applied in the specimens by means of a system of eccentrics specially designed for this purpose. To obtain the desired load in the specimen, the eccentrics must be positioned and fixed by means of screws. The position of these eccentrics is determined by dead weights. The system will be calibrated using a specimen instrumented with electric strain gages. This machine works applying torsion and flexure reverse loading on the specimen. Fig. 1 presents the multiaxial fatigue test machine. Figure 1- Multiaxial fatigue test machine 3.4 Fabrication of the specimens The specimens will be made with the SAE 8620 carbon steel used in mechanical components as machined pieces (gears, staff, etc), that which must be of a single lot, certified and thermally heated, and machined. 3.5 Characterization of the SAE 8620 carbon steel and corrosion environment The SAE 8620 carbon steel will be characterized metallographic, mechanical and chemically. Conventional chemical analysis and mechanical tests will be made. To metallographic analysis will be made visual observations and photographic register of the microstructure by optical microscopy and the study of precipitates and chemical dirt utilizing Scanning Electron Microscope (SEM).The corrosion environment will be prepared to obtain all established conditions for the tests. The ion concentration, conductivity, ph and temperature will be registered. 3.6 Electrochemical characterization of the SAE 8620 carbon steel /corrosive environment Polarization tests will be made to evaluate electrochemical corrosion parameters of the SAE 8620 carbon steel in waterish solution of NaCl. These tests will be made utilizing the potentiostat AUTOLAB, model PGSTAT 20 and an electrochemical cell, according ASTM G 5-94 Standard, simulating the environment in 3
which the mechanical component will be exposed. Will be obtained the Potentiodynamic polarization curves and the electrochemical parameters of the system. 3.7 Fractografic analysis The specimens will be submitted to dimensional and visual analysis of the fractured surface by means of optical microscopy and Scanning Electron Microscope (SEM). 4 RESULTS AND DISCUSSION Fig. 2 presents the assembly of the specimen, instrumented with strain gages, over a jig, to verify the fatigue loads and obtainment of the calibration curves. The specimen is loading by dead weight. Figure 2- Calibration of fatigue loads Fig. 3 presents the calibration curves for the specimen under torsion and flexure loading. Its can observed that exist a good linearity between the applied load and the response of the instrumented specimen. Mesured Stress on specimen (Mpa) 300 250 200 150 100 50 0-50 Calibration curves y = 2.1683x + 0.0624 R 2 = 0.9999 y = 0.5661x + 0.4577 R 2 = 0.9975 0 20 40 60 80 100 120 140 Applied Load (N) Linear (Torsion Mpa) Linear (Flexure Mpa) Figure 3- Calibration curves Fig. 4 presents the behavior of the specimen under torsion loading during some multiaxial fatigue cycles. The figure shows too that the equipment designed and constructed is able to submit the specimen to fatigue effort with R=-1. 4
150 Behavior of the specimen under torsion load 100 Load( Mpa) 50 0-50 0 10 20 30 40 50 60 70 80 90 100-100 -150 Time ( seconds) Figure 4 - Torsion loading during some multiaxial fatigue cycles 5 CONCLUSIONS According the preliminary results we can affirm that the presented equipment will be able to apply controlled fatigue efforts in the specimen. It will be possible choose and control the loads to be applied. Acknowledgements. The authors thank National Counsel of Technological and Scientific Development (CNPq) and Centro de Desenvolvimento da Tecnologia Nuclear (CDTN/CNEN) for supporting this work REFERENCES American Society for Testing and Materials ASTM-E 823-96.(2000) Standard Terminology Relating to Fatigue and Fracture testing. Barson, J. M. and Rolfe, S. T. 1987. Fracture and fatigue control in structures. Applications of Fracture Mechanics Prentice Hall, Inc. Second Edition, Englewood Cliffs, New Jersey. Dowling, N.E.1998. Mechanical behavior of materials. 2a. ed., Prentice Hall. Lemaitre, J., Chaboche; J. L, 1985 Mécanique des matériaux solides. Bordas, Paris. Mansur, T. R. 2003. Avaliação e Desenvolvimento de Modelos de Determinação de Acúmulo de Danos por Fadiga em um Aço Estrutural. Tese de doutorado DEM EEUFMG, Minas Gerais Brasil. Mansur, T. R., Palma, E. S., Pinto, J. M., Soares, W. A., Colosimo, E. A. 2002. Determination of the fatigue limit - Comparison between experimental tests and statistical simulation. ASME PVP vol. 438, New and emerging computational methods: Applications to fracture, damage, and reliability. Sun B.; Guo Y. 2004. High-cycle fatigue damage measurement based on electrical resistance change considering variable electrical resistivity and uneven damage. International Journal of Fatigue 26, pp 457-462. Atanazio, N. N. F. 2006. Estudo da influência do meio corrosivo na resistência à fadiga do aço estrutural SAE 8620. Dissertação (Mestrado em Ciências e Tecnologia das Radiações, Minerais e Materiais).Centro de Desenvolvimento da Tecnologia Nuclear, Minas Gerais, Brasil. 5