REG NASA-LLIS-0737--2000 Lessons Learned Design Reliable Ceramic Components With Cares Code.pdf
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1、Best Practices Entry: Best Practice Info:a71 Committee Approval Date: 2000-04-3a71 Center Point of Contact: GRCa71 Submitted by: Wil HarkinsSubject: Design Reliable Ceramic Components With Cares Code Practice: Use the Ceramics Analysis and Reliability Evaluation of Structures (CARES) computer progra
2、m to calculate the fast-fracture reliability or failure probability of macroscopically isotropic ceramic components.Programs that Certify Usage: This practice has been used on SSME.Center to Contact for Information: GRCImplementation Method: This Lesson Learned is based on Reliability Practice No. P
3、D-ED-1254; from NASA Technical Memorandum 4322A, NASA Reliability Preferred Practices for Design and Test.Benefit:The increasing importance of ceramics as structural materials places high demand on assuring component integrity while simultaneously optimizing performance and cost. Components using ce
4、ramics can be designed for high reliability in service if the contributing factors that cause material failure are accounted for. This design methodology must combine the statistical nature of strength controlling flaws with fracture mechanics to allow for multiaxial stress states and concurrent fla
5、w populations. The Ceramics Analysis and Reliability Evaluation of Structures (CARES) uses results Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-from MSC/NASTRAN or ANSYS finite-element analysis programs to evaluate how inherent surface and/or volu
6、me type flaws affect component reliability.Implementation Method:IntroductionThe unique properties that advanced ceramics have to offer for future commercial industries, propulsion and space related programs are phenomenal, such as high temperature strength, environmental resistance, and low density
7、 materials. NASA is dedicating a major effort to propulsion systems that reduce pollution, noise, and fuel consumption while improving reliability and service life. Consequently, research has been focused on improving ceramic material processing and properties as well as on establishing a sound desi
8、gn methodology.Because of the variable severity of inherent flaws, the nature of ceramic failure is probabilistic and optimization of design requires the ability to accurately determine a load components reliability. Methods of quantifying this reliability and the corresponding failure probability h
9、ave been investigated and refined at NASAs Lewis Research Center. The result of this effort is a public domain computer program with the acronym CARES.The design methodology used by CARES combines three major elements: (1) linear elastic fracture mechanics (LEFM) theory which relates the strength of
10、 ceramics to the size, shape, and orientation of critical flaws, (2) extreme value statistics to obtain the characteristic flaw size distribution function, which is a material property, and (3) material microstructure. Inherent in this design procedure is that component integrity is a function of th
11、e entire field solution of the stresses and is not based only on the most highly stressed point. In addition, the size of the stressed material surface area and volume affect the component strength.Program Capability and DescriptionCARES is an integrated computer program written in FORTRAN 77 WAT V
12、compiler which uses Weibull and Batdorf fracture statistics to predict the fast fracture reliability of isotropic ceramic components. CARES has three primary functions: (1) to analyze statistically the data obtained from the fracture of simple uniaxial tensile or flexural specimens, (2) to estimate
13、the Weibull and batdorf material parameters using these data, (3) to perform a fast fracture reliability evaluation of a ceramic component experiencing thermomechanical loading. Component reliability is predicted by using elastostatic finite element analysis output from the MSCNASTRAN or ANSYS compu
14、ter programs.The CARES code includes a number of fracture theories to predict material response due to multiaxial stresses. These methods are summarized in Table 1.Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Weakest Link Fracture ModelSize Effect
15、Stress State EffectsCompensational SimplicityTheoretical BasisWeibull (1939) Yes Unaxial Simple PhenomenologicalNormal stress Yes Multiaxial Complex PhenomenologicalPrinciple of independent action (1967)Yes Multiaxial Complex Maximum principal stress theoryBatdorf: a71 Shear-insensitive (1974)a71 Sh
16、ear-sensitive (1978)Yes Multiaxial Complex Linear elastic fracture mechanicsTable 1. Statistical Fast-Fracture Models Available with CARES The Batdorf method is recommended because it couples LEFM with the Weibull weakest link theory (WLT). The Weibull normal stress averaging method and the principl
17、e of independent action (PIA) theories are included for comparison purposes and because of their previous popularity. All the fracture models available of strength distribution.Figure 1 shows the fracture criteria and crack geometries available to the user for both surface and volume distributed fla
18、ws. The PIA and Weibull normal stress averaging fracture theories do not require a crack geometry. Batdorfs fracture theory can be used with several different mixed-mode fracture criteria and crack geometries. For coplanar crack extension, CARES uses the total strain energy release rate theory. Out-
19、of-plane crack extension criteria are approximated by a simple semiempirical equation. This equation involves a parameter which can be used to approximate various mixed-mode theories or experimental result. For comparison, Griffiths maximum tensile stress analysis for volume flaws is also included.
20、The highlighted boxes in Figure 1 show the recommended fracture criteria and flaw shapes.Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-refer to D descriptionD Figure 1. Available Failure Criteria and Crack Shapes. (Recommended failure criteria and
21、crack shapes are highlighted) Two version of the code, designed as CARES1 and CARES2, are available. The CARES1 version Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-assumes that stress and temperature gradients within each element are negligible,
22、and, therefore, only element centroidal principle stress is used in the reliability calculations. The CARES2 version takes into account element stress gradients by dividing each brick element into 27 subelements and each quadrilateral shell element into 9 subelements. Subelement centroidal principle
23、 stress is then computed and used in the subsequent reliability calculations. CARES2 enables the finite-element model to consist of fewer elements for the same level of convergence to the true solution as CARES1.Input RequirementsTo control the execution of the CARES program, an input file must be p
24、repared. On the tape or disks provided with the program is a file called TEMPLET INP that can be used to construct an input file for a particular problem. Input to CARES is keyword driven. Data are input by the user under each keyword. An explanation of the input required or a list of input choices
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