NACA-TM-851
Twisting failure of centrally loaded open-section columns in the elastic range
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Abstract:
In the following report a complete theory of twisting failure by the energy method is developed, based on substantially the same assumptions as those employed by Wagner and Bleich. Problems treated in detail are: the stress and strain condition under St. Venant twist and in twist with axial constraint; the concept of shear center and the energy method for problems of elastic stability.
Author(s):
R. Kappus
Indexed under:
- None
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