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Dynamic response analysis of geometrically non-liner structures subjected to high impact

✍ Scribed by K. K. Gupta


Publisher
John Wiley and Sons
Year
1972
Tongue
English
Weight
567 KB
Volume
4
Category
Article
ISSN
0029-5981

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✦ Synopsis


An efficient digital computer method is presented for the determination of propagation of elastic stresses and deformations in certain geometrically non-linear structures subjected to high impact loading. The finite element matrix displacement approach utilizing curved quadrilateral shell elements in conjunction with a nodewise predictor-corrector method employing Runge-Kutta extrapolation techniques has been adopted for the present solution.

The related computer program written in FORTRAN V for the UNIVAC 1108 computer has proved to be effective for the solution of a range of practical problems including rectangular and cylindrical panels. Numerical results are presented for a relevant structure, the cell container and the negative electrode of an impact-resistant battery subjected to high impact, simulating its free landing on a planetary surface.


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