The effect of prior flexural prestrain on the stability of structural steel columns-Reference-Cited by-同舟云学术

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The effect of prior flexural prestrain on the stability of structural steel columns

Published:1981-04 Issue:2 Volume:3 Page:66-70
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Pavlović Milija N.,Stevens Leonard K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. Columns;Salmon,1921

2. Residual stress and compressive strength of steel;Huber;Weld. J.,1954

3. Column Research Council guide to design criteria for metal compression members,1966

4. Recent developments in the study of column behaviour;Tall;J. Inst. Engrs. Australia,1964

5. The Bauschinger effect on columns;Paris;J. Appl. Mech.,1956

Cited by 7 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. The Beneficial Influence of the Roller‐straightening Process on the Bearing Capacity of Steel Columns;ce/papers;2022-09

2. Behaviour of hollow curved steel struts subjected to compressive load;Journal of Constructional Steel Research;1999-11

3. Material Effects—Statistics of Steel Tube Struts;Journal of Structural Engineering;1991-02

4. Successive Strain Aging Effects on Member Strength and Ductility;International Journal of Space Structures;1989-06

5. The influence on steel tubular strut load capacity of strain hardening, strain aging and the Bauschinger effect;Journal of Constructional Steel Research;1989-01

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