Iyengar, KT Sundara Raja (2008) Stress Analysis of Deep Beams. In: Journal of the Indian Institute of Science, 88 (3). pp. 871-878.
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In a beam whose depth is comparable to its span, the distribution of bending and shear stresses differs appreciably from those given by the ordinary flexural theory. In this paper, a general solution for the analysis of a rectangular, single-scan beam, under symmetrical loading is developed. The Multiple Fourier procedure is employed using four series by which it has been possible to satisfy all boundary and the resulting relation among the co-efficient are derives.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to Indian Institute of Science.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||29 Dec 2009 12:21|
|Last Modified:||19 Sep 2010 05:36|
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