Exact(60)
Both fixed and hinged end conditions are considered.
They only considered CNTs with simply supported end conditions.
The webs of five of the specimens were failed under simply supported end conditions and the remaining seven under semi-rigid end conditions.
The beams are analysed under pinned with warping free end conditions.
Its accuracy has been verified carrying out analyses on real rack columns with different end conditions.
For exponentially graded beams with various end conditions, characteristic equations are derived in closed form.
The effective moduli of non-saturated groups were found to be independent of the end conditions.
The solution contains all possible combinations of classical end conditions of the beam.
The results are compared for the time dependent and simply-supported end conditions.
Two different cases, the pipes with fixed fixed end and fixed sliding end conditions are considered.
Three boundary or end conditions are possible: fixed-fixed, fixed-rotating, and rotating-rotating.
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