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Abstract：
The large deflection behavior of prismatic cantilever beams subjected to uniformly distributed load is investigated. An approximate analytical solution is obtained using the homotopy analysis method (HAM). The solution is validated by the nonlinear shooting method. This reveals that the solution is accurate, efficient and convenient for cantilever beams with uniformly distributed loads.
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ADVANCED BUILDING MATERIALS, PTS 1-4
ISSN： 1022-6680
Year： 2011
Issue： 1-4
Volume： 250-253
Page： 1222-1225
Language： English
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count： 4
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
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30 Days PV： 0
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