Post-critical behaviour of beam loaded by follower force
Abstract eng: The paper is focused on numerical simulations of a cantilever beam loaded tangentially by follower force at its free end (Beck’s column). Main purpose was to discover post-critical behaviour of the beam.
Publisher:
Institute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
Conference Title:
Conference Title:
Engineering Mechanics 2009
Conference Venue:
Svratka (CZ)
Conference Dates:
2009-05-11 / 2009-05-14
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-14, last modified 2014-11-18
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