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Analysis of Beams on Non-Linear Elastic Winkler Foundation | ||
| Engineering and Technology Journal | ||
| Volume 24, Issue 9, October 2005, Pages 1251-1261 PDF (816.97 K) | ||
| DOI: 10.30684/etj.24.9A.13 | ||
| Author | ||
| Mustafa Abdulla Al-Ani | ||
| Abstract | ||
| This paper deals with thin beams resting on non-linear Winkler foundations by using the secant modulus approach to specify the modulus of subgrade reaction. The finite differences method is used to solve the obtained governing differentional equation. Results of plate loading test of soil obtained in Baghdad are used in the present analysis. The results are compared with those of the elastic Winkler foundations analysis | ||
| Keywords | ||
| Beams; finite differences; Winkler foundation; non-linear analysis; secant modulus | ||
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