【正文】
ThisIncluded.ParametersStrength Coefficient108 PaStrength Exponent Ductility Coefficient Ductility Exponent Cyclic Strength Coefficient109 PaCyclic Strain Hardening Exponent A3..StressCyclesAlternating Stress 109 Pa 109 Pa 109 Pa 109 Pa 109 Pa2, 108 Pa10, 108 Pa20, 108 Pa100, 108 Pa200, 108 Pa1,000, 107 PaTable ..mTable .CRelative Permeability10, Resistivity107 Ohm161。161。CThermal Conductivity W/m161。161。CSpecific Heat J/kg161。s Modulus1011 PaThermal Expansion105 1/161。PropertiesNameValueCompressive Ultimate Strength PaCompressive Yield Strength108 PaDensity7, kg/m3Poisson39。Steel.Scenario 1 FiguresNo figures to display.A2.Hznone167。Hznone19th Frequency Mode In Range19Hznone17th Frequency Mode In Range17Hznone15th Frequency Mode In Range15Hznone13th Frequency Mode In Range13Hznone11th Frequency Mode In Range11Hznone9th Frequency Mode In Range9Hznone7th Frequency Mode In Range7Hznone5th Frequency Mode In Range5Hznone3rd Frequency Mode In Range3103FrequenciesNameModeFrequencyAlert Criteria1st Frequency Mode In Range120.C no strain results from thermal expansion or contraction. .161。227。 Thermal expansion calculations use a constant reference temperature of Program ControlledLarge Deflection is set to SolutionSolver Type is set to Mesh contains 46769 nodes and 19744 elements. No mesh controls specified..Mesh167。Contact Contact uses a tolerance of for automatic detection. TableBodiesNameMaterialNonlinear Material Effects Bounding Box(m)Mass (kg)Volume (m3)NodesElementsSolidStructural Steel Yes 103, , 1034829840SolidStructural Steel Yes , , 1051451224SolidStructural Steel Yes 102, , 10569973773SolidStructural Steel Yes 102, , 102 10572583997SolidStructural Steel Yes 103, , 103197899822SolidStructural Steel Yes 103, 103, 1051078220SolidStructural Steel Yes 103, 103, 1051036180SolidStructural Steel Yes , , 1051408212SolidStructural Steel Yes , , 1051366212SolidStructural Steel Yes , , 1051557264.m3. Tablekg. 167。m along the global x, y and z axes, respectively. 167。ModelModel obtains geometry from the DesignModeler assembly . 167。C, s, V, A) unit system. Notice Do not accept or reject a design based solely on the data presented in this report. Evaluate designs by considering this information in conjunction with experimental test data and the practical experience of design engineers and analysts. A quality approach to engineering design usually mandates physical testing as the final means of validating structural integrity to a measured precision. 3. Solution history provides a means of assessing the quality of results by examining how values change during successive iterations of solution refinement. Convergence criteria sets a specific limit on the allowable change in a result between iterations. A result meeting this criteria is said to be converged. 167。 See Scenario 1 below for supporting details and Appendix A1 for corresponding figures. 2. No convergence criteria defined. 167。 Considered the effect of bodytobody contact. 167。 engineering software program. Each scenario listed below represents one plete engineering simulation. Scenario 1167。致 謝參考文獻(xiàn)[1] 洪林,張家耕,[J].天津理工學(xué)院學(xué)報(bào),1999年04期.[2] 王利人,馬崇啟,[J].毛紡科技,1994年02期.[3] [J].毛紡科技,1984年05期.[4] [J].國外紡織技術(shù),1997年01期.[5] ——塑料組合綜框[J].紡織器材,1981年04期.[6] [J].棉紡織技術(shù),1981年02期.[7] [J].紡織器材,1981年06期.[8] [J].棉紡織技術(shù),1983年09期.[9] [J].上海紡織科技,1993年01期.[10] [J].蘇州大學(xué),2008年.[11] Kinari T,Lwata Y. Shintaku S Transverse vibration properties of heald for jet loom[J].2002(02).[12] Lee D G,Lee C S. Oh J H Composite heddle frame gor highspeed looms[外文期刊].1999(12).附錄一ProjectProject Created Monday, May 23, 2011 at 5:50:21 PM Project Last Modified Monday, May 23, 2011 at 5:50:21 PM Report Created Monday, May 23, 2011 at 6:05:02 PM Software Used ANSYS Database 1.(2)在綜框上面增加吸振裝置。當(dāng)織機(jī)轉(zhuǎn)速在1200 r/min亦綜框振動(dòng)固有頻率為20Hz的時(shí)候,190cm幅寬綜框的第17振型變形極大,容易發(fā)生共振;230cm幅寬綜框的第18振型變形極大,容易發(fā)生共振;280cm幅寬綜框的第19振型變形極大,容易發(fā)生共振。也可以得知當(dāng)織機(jī)轉(zhuǎn)速為600 r/min亦綜框振動(dòng)固有頻率為10Hz時(shí),190cm幅寬綜框的第112階振型變形極大,容易發(fā)生共