Implementing free end boundary conditions for buckling analysis of a cantilever beam using DQM?

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Ali A. Abdulhameed

I suggest to try Higher order governing equation in such case.

Abbas AbdulMajeed Allawi

Yes Dr Ali, Higher order governing equation , as i think , is a good suggestion.

Amjad Albayati

dear all.. iam totaly agree with your answers

Mohd Ishaq

Thank you. Can any one please elaborate, how to use higher order governing equation to implement the shear force condition at the free end of a cantilever beam using Differential Quadrature Method (DQM).