Hostname: page-component-848d4c4894-xfwgj Total loading time: 0 Render date: 2024-07-01T06:49:24.094Z Has data issue: false hasContentIssue false
  • English
  • Français

Flexural Characteristics of a Cantilever Plate Subjected to Heating at Fixed End

Published online by Cambridge University Press:  05 May 2011

I. T. Alzaharnah
I. T. Alzaharnah*
Affiliation:
Mechanical Engineering Department, King Fahd University of Petroleum and Minerals, P.O. Box 1471, Dhahran 31261, Saudi Arabia
*
*Professor
Get access

Abstract

The flexural characteristic of a cantilever plate, which is heated from a fixed end, is considered and the effects of heat transfer on the plate are examined. The plate is heated with a temperature source while an excitation force is applied at the free end. Size of heat source is varied and temperature dependent properties of the plate are accommodated in the simulations. The finite element method (FEM) is adopted to determine the temperature field in the plate and flexural characteristics due to the applied impulsive load. It is found that the flexural characteristics of the plate change notably with the size of the heat source located at the fixed end of the plate. In this case, increasing the size of the heat source results in the enhancement of the amplitude and time shift in the flexural motion of the plate due to the heating and noheating situations.

Keywords

Flexural motionCantileverPlateHeating.
Type
Articles
Information
Journal of Mechanics , Volume 25 , Issue 1 , March 2009 , pp. 1 - 8
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2009

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1.Sun, J. and Wu, C. S., “Effects of Welding Heat Input on Microstructure and Hardness in Heat-Affected Zone of HQ 130 Steel,” Modelling Simul. Mater. Sci. Eng., 9, pp. 25–36 (2001).CrossRefGoogle Scholar
2.Ma, T. and Den, G., “Ouden, Heat-Affected Zone Softening During Arc Welding of Al-Zn-Mg Alloys,” International Journal for the Joining of Materials, 8, pp. 105–110 (1996).Google Scholar
3.Lee, C. S., Chande, R. S. and Seo, H. P., “Effect of Welding Parameters on the Size of Heat Affected Zone of Submerged Arc Welding,” Materials and Manufacturing Processes, 15, pp. 649–666 (2000).CrossRefGoogle Scholar
4.Lomozik, M., “Effect of the Welding Thermal Cycles on the Structural Changes in the Heat Affected Zone and on Its Properties in Joints Welded in Low-Alloy-Steels,” Welding Research Abroad, 47, pp. 8–13 (2001).Google Scholar
5.Zhao, P. C., Wu, C. S. and Zhang, Y. M., “Numerical Simulation of the Dynamic Characteristics of Weld Pool Geometry with Step-Changes of Welding Parameters,” Modelling Simul. Mater. Sci. Eng., 12, pp. 765–780 (2004).CrossRefGoogle Scholar
6.Kaldas, M. M. and Dickinson, S. M., “The Flexural Vibration of Welded Rectangular Plates,” Journal of Sound and Vibration, 27, pp. 163–178 (1981).CrossRefGoogle Scholar
7.Wang, G. and Barkey, M. E., “Fatigue Crack Identification in Tensile-Shear Spot Joints by Dynamic Response Characteristics,” Journal of Materials and Technology, 127, pp. 310–37 (2005).Google Scholar
8.Rizos, P. F., Aspragathos, N. and Dimarogonas, A. D., “Identification of Crack Location and Magnitude in a Cantilever Beam from the Vibration Modes,” Journal of Sound and Vibration, 138, pp. 381–388 (1990).CrossRefGoogle Scholar
9.Ostachowicz, W. M. and Krawczuk, M., “Analysis of the Effect of Cracks on the Natural Frequencies of a Cantilever Beam,” Journal of Sound and Vibration, 150, pp. 191–201 (1991).CrossRefGoogle Scholar
10.Suresh, S., Omkar, S. N., Ganguli, R. and Mani, V., “Identification of Crack Location and Depth in a Cantilever Beam Using a Modular Neural Network Approach,” Smart Materials and Structures, 13, pp. 907–915 (2004).CrossRefGoogle Scholar
11.Zulli, D., Daniele, A., Rocco, and Benedettini, , Francesco, , “Flexural-Torsional Post Critical Behavior of a Cantilever Beam Dynamically Excited: Theoretical Model and Experimental Tests,” Proceedings of the 2003 ASME Design Engineering Technical Conferences and Computers and Information in Engineering Conference, 19th Biennial Conference on Mechanical Vibration and Noise, 5, pp. 2445–2454 (2003).Google Scholar
12.Qiao, P., Zou, G. and Davalos, J. F., “Flexural-Torsional Buckling of Fiber-Reinforced Plastic Composite Cantilever I-Beams,” Composite Structures, 60, pp. 205–217 (2003).CrossRefGoogle Scholar
13.Palacz, M., Krawczuk, M. and Ostachowicz, W., “The Spectral Finite Element Model for Analysis of Flexural-Shear Coupled Wave Propagation. Part 2: Delaminated Multilayer Composite Beam,” Composite Structures, 68, pp. 45–151 (2005).CrossRefGoogle Scholar
14.Salarieh, H. and Ghorashi, M., “Free Vibration of Timoshenko Beam with Finite Mass Rigid Tip Load and Flexural-Torsional Coupling,” International Journal of Mechanical Sciences, 48, pp. 763–779 (2006).CrossRefGoogle Scholar
15.Liu, F. and Xi, F., “Dynamic Response of Elastic-Plastic Curved Cantilever Beam Subjected to Projectile Impact at its Tip with Consideration of Large Deflection,” Zhendong Yu Chongji/Journal of Vibration and Shock, 25, pp. 118‐121 (2006).Google Scholar
16.Abdulsalam, S. R., “On the Dynamical Behavior of an Uniform Cantilever Beam of Variable, Length, Proceedings of the Tenth International Congress on Sound and Vibration,” Proceedings of the Tenth International Congress on Sound and Vibration, pp. 523–532 (2003).Google Scholar
17.Ming, Li. and Zeng, He, “The Self-Damping Characteristics of a Magnetic Constrained Fully Covered Sandwich Cantilever Beam,” Transactions of the Canadian Society for Mechanical Engineering, 29, pp. 333–341 (2005).Google Scholar
18. ANSYS, Inc. Theory Reference, Release 10.0.Google Scholar