Elastic limit load estimation including similarity approach for different end conditioned conical shells with high semi-vertex angle under axial compression-Reference-Cited by-同舟云学术

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Elastic limit load estimation including similarity approach for different end conditioned conical shells with high semi-vertex angle under axial compression

Published:2020-04 Issue: Volume:149 Page:106543
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Yılmaz Haluk,Özyurt Erdem,Önder Asım,Tomek Petr

Funder

Council of Higher Education

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. T. T. ECCS, 8.4 Buckling of Steel Shells, European Design Recommendations, fifth ed., (Published by ECCS).

2. C. Eurocode, En 1993-1-6: Eurocode 3-design of Steel Structures, Part 1.6: General Rules–Strength and Stability of Shell Structures.

3. Buckling of circular cones under axial compression;Lackman;J. Appl. Mech.,1960

4. Axisymmetrical buckling of circular cones under axial compression;Seide;J. Appl. Mech.,1956

5. Elastic stability of thin-walled cylindrical and conical shells under axial compression;Morgan;AIAA J.,1965

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Load Capacity of Concave Conical Shells with Randomly Positioned Circular Cutouts;Experimental Mechanics;2023-08-11

2. Thermal post-buckling behavior of GPLRMF cylindrical shells with initial geometrical imperfection;GEOMECH ENG;2023

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