Structural Behavior of Members Consisting of Flat and Curved Elements Department of Civil Engineering, University of Missouri-Rolla

Format:

Conference/Event

Author/Creator:

Parks, M. B., author.

Conference Name:

SAE International Congress & Exposition (1987-02-23 : Detroit, Michigan, United States)

Language:

English

Physical Description:

1 online resource

Place of Publication:

Warrendale, PA SAE International 1987

Summary:

A series of stub column and beam tests have been performed to determine the initial buckling stress of stiffened and unstiffened curved elements. A semi-empirical expression has been developed for the elastic, local buckling of each type of curved element. For inelastic buckling, the tangent modulus approach is employed. The predicted buckling loads, based on these expressions, are compared to the test data. Also studied is the interaction between flat and curved elements when the flat element buckles before the adjoining curved element

Notes:

Vendor supplied data

Publisher Number:

870464

Access Restriction:

Restricted for use by site license