The Simplication Algorithm and Characteristic Analysis of Variable Cross-Section Beam of Machining Center

Article Preview

Abstract:

According to the spatial arbitrary cross-section beam simplification redundancy and coupled problem of model constraint mutually relation, for the variable cross-section beam of 5-axis gantry machine tools, a new beam simplification algorithm and the average second inertia concept is created by structural mechanics theory. Under gravity and cutting load of beam, It applied simplification algorithm and finite element analysis software (Nastran) to study the static and dynamic characteristic comparatively, deformation relative errors are less than 5%. The modal analysis of beams get the order natural frequency and vibration mode, contrast analysis with experimental value, the relative errors are less than 9% each other. Through theoretical analysis and experimental data shows that the simplification algorithm is practicability and accuracy, it play a role in the key components of machine tools analytical characteristics and machine tools of performance prediction.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

356-361

Citation:

Online since:

May 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Zhang Jian run,Lu Xi,Sun qing hong,Peng Wen,Yao Shu jian.Dynamic Optimization Design of 5 Axis Numerical Control Gantry Machining Center, submitted to Journal of China Mechanical Engineering(2005)

Google Scholar

[2] Nicholas Amaral,JosephJ.Rencis,Yiming(Kevin)Rong.Development of a finite element analysis tool for fixture design integrity, submitted to Journal of Advance Manufature Technology(2005)

Google Scholar

[3] Zhang Guang peng, Shi Wen hao, Huang Yu mei,   Modeling and Analys is Method of Dynamical Characteristics for a Whole Machine Tool Structure submitted to Journal of shang hai jiao tong university(2001)

Google Scholar

[4] SPACONE E, FILIPPOUFC, TAUCER F F. Fiber beam-column model for non-linear analysis ofR/ C frames: Part I. Formulation submitted to Journal of EarthquakeEngineering and Structural Dynamics( 1996)

DOI: 10.1002/(sici)1096-9845(199607)25:7<711::aid-eqe576>3.0.co;2-9

Google Scholar

[5] LI Shuang, Xie Li li, Bao Yue quan. Analysis ofbeam with variable cross-section by using direct Element-based equilibrium framework submitted to Journal of Computational Mechanics(2009)

Google Scholar

[6] Ramezanali Mah davinejad. Finite element analysis of machine and workpiece instability in turing submitted to Journal of Machine Tools&Manufacture(2005)

Google Scholar

[7] Filiz, Huseyin.Deformation and Pressure Distribution on Machine Tools submitted to Machine Tools&Manufaeture(1997)

Google Scholar

[8] Zheng Wei Zhang, Chu Yun Jin, Jian Run Zhang. Structure Analysis on Gantry Machining Center and characteristic submitted to Advanced Materials Research(2010)

Google Scholar