Affiliation:
1. Shanghai Maritime University
2. Shanghai Maritime University,
3. Tongji University
Abstract
Steel plates connected together are mutually constrained when the member gets elastic buckling failure. A factor χ, embedded coefficient, is used to illustrate the degree of restriction of the flange on the web in GB/T3811-2008’Design Rules for Cranes’. In this standard, the value of the embedded coefficient has been preset in pure bending and pure shearing, while not clearly in compressive stress. In this paper, numerical method is adopted to discuss χ in such load condition.
Publisher
Trans Tech Publications, Ltd.
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