Optimal shape design of columns for buckling

Yoram Reich; Moshe Eisenberger

Optimal shape design of columns for buckling

Yoram Reich^*, Moshe Eisenberger

^*Corresponding author for this work

Carnegie Mellon University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

2 Scopus citations

Abstract

A procedure for the shape optimization of a column for prescribed buckling load is developed. The procedure uses a new analysis technique that enables the formulation of the optimization problem with a small number of design variables. The procedure is flexible and allows to incorporate other constraints and boundary conditions. Two examples are solved to demonstrate the accuracy and flexibility of the new method.

Original language	English
Title of host publication	Proc Sess Relat Steel Struct Struct Congr
Publisher	Publ by ASCE
Pages	677-685
Number of pages	9
ISBN (Print)	0872626970
State	Published - 1989
Externally published	Yes
Event	Proceedings of the Sessions Related to Steel Structures at Structures Congress '89 - San Francisco, CA, USA Duration: 1 May 1989 → 5 May 1989

Publication series

Name	Proc Sess Relat Steel Struct Struct Congr

Conference

Conference	Proceedings of the Sessions Related to Steel Structures at Structures Congress '89
City	San Francisco, CA, USA
Period	1/05/89 → 5/05/89

Cite this

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title = "Optimal shape design of columns for buckling",

abstract = "A procedure for the shape optimization of a column for prescribed buckling load is developed. The procedure uses a new analysis technique that enables the formulation of the optimization problem with a small number of design variables. The procedure is flexible and allows to incorporate other constraints and boundary conditions. Two examples are solved to demonstrate the accuracy and flexibility of the new method.",

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year = "1989",

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series = "Proc Sess Relat Steel Struct Struct Congr",

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note = "Proceedings of the Sessions Related to Steel Structures at Structures Congress '89 ; Conference date: 01-05-1989 Through 05-05-1989",

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AB - A procedure for the shape optimization of a column for prescribed buckling load is developed. The procedure uses a new analysis technique that enables the formulation of the optimization problem with a small number of design variables. The procedure is flexible and allows to incorporate other constraints and boundary conditions. Two examples are solved to demonstrate the accuracy and flexibility of the new method.

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SN - 0872626970

T3 - Proc Sess Relat Steel Struct Struct Congr

SP - 677

EP - 685

BT - Proc Sess Relat Steel Struct Struct Congr

PB - Publ by ASCE

T2 - Proceedings of the Sessions Related to Steel Structures at Structures Congress '89

Y2 - 1 May 1989 through 5 May 1989

ER -

Optimal shape design of columns for buckling

Abstract

Publication series

Conference

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