A further study of flexural-torsional buckling of elastic arches

World Scientific Publ Co Pte Ltd
Publication Type:
Journal Article
International Journal of Structural Stability and Dynamics, 2005, 5 (2), pp. 163 - 183
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This paper uses both a virtual work approach and a static equilibrium approach to study the elastic flexural-torsional buckling of circular arches under uniform bending, or under uniform compression. In most studies of the elastic flexural-torsional buck
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