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Bending of beams resting on isotropic elastic solid
Calculations show that, under concentrated load, ratio of pressures and deflections along beam are constant if beam has infinite length; when analysis of beams of infinite length, resting on elastic-isotropic half-space, is based on coefficient k of subgrade, reaction bending moments are overestimated, contact pressures and deflections underestimated; recommended analytical procedures for beams of various length.
Bending of beams resting on isotropic elastic solid
Calculations show that, under concentrated load, ratio of pressures and deflections along beam are constant if beam has infinite length; when analysis of beams of infinite length, resting on elastic-isotropic half-space, is based on coefficient k of subgrade, reaction bending moments are overestimated, contact pressures and deflections underestimated; recommended analytical procedures for beams of various length.
Bending of beams resting on isotropic elastic solid
ASCE -- Proc (J Eng Mechanics Div)
Vesic, A.B. (author)
1961
19 pages
Article (Journal)
English
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