Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
Load Discontinuity in Shock Response and Its Remedies
Authors: Shuenn-Yih Chang, Chiu-Li Huang
Abstract:
It has been shown that a load discontinuity at the end of an impulse will result in an extra impulse and hence an extra amplitude distortion if a step-by-step integration method is employed to yield the shock response. In order to overcome this difficulty, three remedies are proposed to reduce the extra amplitude distortion. The first remedy is to solve the momentum equation of motion instead of the force equation of motion in the step-by-step solution of the shock response, where an external momentum is used in the solution of the momentum equation of motion. Since the external momentum is a resultant of the time integration of external force, the problem of load discontinuity will automatically disappear. The second remedy is to perform a single small time step immediately upon termination of the applied impulse while the other time steps can still be conducted by using the time step determined from general considerations. This is because that the extra impulse caused by a load discontinuity at the end of an impulse is almost linearly proportional to the step size. Finally, the third remedy is to use the average value of the two different values at the integration point of the load discontinuity to replace the use of one of them for loading input. The basic motivation of this remedy originates from the concept of no loading input error associated with the integration point of load discontinuity. The feasibility of the three remedies are analytically explained and numerically illustrated.Keywords: Dynamic analysis, load discontinuity, shock response, step-by-step integration
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1082013
Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1332References:
[1] T. Belytschko, and T.J.R. Hughes, Computational methods for transient analysis, Elsevier Science Publishers B.V., North-Holland, 1983.
[2] R.W. Clough, and J. Penzien, Dynamics of structures, McGraw-Hill, Inc., International Editions, 1993.
[3] A.N. Chopra, Dynamics of structures, Prentice Hall, Inc., International Editions, 1997.
[4] N.M. Newmark, "A method of computation for structural dynamics," Journal of Engineering Mechanics Division, ASCE, vol. 85, pp. 67-94, 1959.
[5] S.Y. Chang, "A series of energy conserving algorithms for structural dynamics," Journal of Chinese Institute of Engineers, vol. 19, no. 2, pp. 219-230, 1996.
[6] S.Y. Chang, "Improved numerical dissipation for explicit methods in pseudodynamic Tests," Earthquake Engineering and Structural Dynamics, vol. 26, 917-929, 1997.
[7] S.Y. Chang, "Analytical study of the superiority of the momentum equations of motion for impulsive loads." Computers & Structures, Vol. 79, no.15, pp.1377-1394, 2001.
[8] S.Y. Chang, "Application of the momentum equations of motion to pseudodynamic testing." Philosophical Transactions of the Royal Society, Series A, vol. 359, no.1786, pp. 1801-1827, 2001.
[9] S.Y. Chang, "Explicit pseudodynamic algorithm with unconditional stability." Journal of Engineering Mechanics, ASCE, vol. 128, no. 9, pp. 935-947, 2002.
[10] S.Y. Chang, "Improved explicit method for structural dynamics," Journal of Engineering Mechanics, ASCE, vol. 133 no. 7, pp. 748-760, 2007.
[11] S.Y. Chang, "An explicit method with improved stability property," International Journal for Numerical Method in Engineering, vol. 77, no 8, pp. 1100-1120, 2009.
[12] S.Y. Chang, "A new family of explicit method for linear structural dynamics," Computers & Structures, vol. 88, no.11-12, pp. 755-772, 2010.
[13] H.M. Hilber, T.J.R. Hughes, and R.L. Taylor, "Improved numerical dissipation for time integration algorithms in structural dynamics," Earthquake Engineering and Structural Dynamics, vol. 5, pp. 283-292, 1977.
[14] H.M. Hilber, and T.J.R. Hughes, "Collocation, dissipation, and ÔÇÿovershoot- for time integration schemes in structural dynamics," Earthquake Engineering and Structural Dynamics, vol. 6, pp. 99-118, 1978.
[15] J.C. Houbolt, "A recurrence matrix solution for the dynamic response of elastic aircraft." Journal of the Aeronautical Sciences, vol. 17, pp. 540-550, 1950.
[16] K.J. Bathe, and E.L. Wilson, "Stability and accuracy analysis of direct integration methods." Earthquake Engineering and Structural Dynamics, vol. 1, pp. 283-291, 1973.
[17] K.K. Tamma, X. Zhou, and D. Sha, "A theory of development and design of generalized integration operators for computational structural dynamics," International Journal for Numerical Methods in Engineering, vol. 50, pp. 1619-1664, 2001.
[18] S.Y. Chang, "Accuracy of time history analysis of impulses," Journal of Structural Engineering, ASCE, vol. 129, no.3, pp. 357-372, 2003.