Elastic buckling characteristics of L-shaped beam-column connection panels for H-section members
Abstract eng: This study examines elastic buckling characteristics of L-shaped beam–column connection panels for H-section members. Based on the results, the following conclusions are reached: (1) the edges of the panel plate are almost fixed by the panel frame, (2) the buckling form the of bending mode appears in the panel plate and is influenced by bending stress because of the difference in sectional shape, and elastic buckling strength is safely calculated using the stress function used in this study, (3) elastic buckling strength decreases upon increasing the ratio of the section modulus, and elastic buckling strength equation is estimated.
Contributors:
Publisher:
Taylor and Francis Group, London, UK
Conference Title:
Conference Title:
Sixth International Conference on Structural Engineering, Mechanics and Computation
Conference Venue:
Cape Town, South Africa
Conference Dates:
2016-09-05 / 2016-09-07
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2016-09-20, last modified 2016-09-20
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