The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
I stood for a moment under the dried wooden cantilever. The whole place, including the boarded hut, exuded a strong odor of petrol, tar, chipped paint, and piss.