Plastic limit analysis for eight-bolted base plate based on slip-line field theory

Author:

Huang Zulin,Liu Hongjun,Li Zhengliang,Zhang Guixiang

Funder

Fundamental Research Funds for the Central Universities of China

National Key Research and Development Program

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Technical Code for Design of Tower and Pole Structures of Overhead Transmission Line;DT/T5154–2012,2012

2. Upper bounds to the load for the transverse bending of flat rigid-perfectly plastic plates;Johnson;Int. J. Mech. Sci.,1969

3. An analysis of the failure of an axially loaded simply supported steel plate;Davies,1975

4. Some basic plastic mechanisms in the local buckling of thin-walled steel structures;Murray;Int. J. Mech. Sci.,1981

5. Nonlinear analyses of thin-walled channel section columns;Rasmussen;Thin-Walled Struct.,1992

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