๐”– Bobbio Scriptorium
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Buckling of clamped circular arches subjected to a point load

โœ Scribed by Robert Schmidt; Donald A. DaDeppo


Publisher
Springer
Year
1972
Tongue
English
Weight
121 KB
Volume
23
Category
Article
ISSN
0044-2275

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This paper presented a rational finite curved beam-element model for 3D nonlinear elasto-plastic analysis of arches. The finite element model incorporates the effects of large twist rotations of the cross-section and has consistent sampling scheme of sampling points over the cross-section and so it