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Nonlinear Analysis of Locally Buckled I-Section Beam-Columns

A. S. Hasham / K. J. R. Rasmussen

The objective of this report is to compare test results with results obtained using a nonlinear finite element analysis. The report aims at validating the use of a non-linear analysis in predicting the behavior of thin-walled beam-columns subjected to compression and major axis bending.

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Nonlinear Analysis of Locally Buckled I-Section Beam-Columns

A. S. Hasham / K. J. R. Rasmussen

The objective of this report is to compare test results with results obtained using a nonlinear finite element analysis. The report aims at validating the use of a non-linear analysis in predicting the behavior of thin-walled beam-columns subjected to compression and major axis bending.

Nonlinear Analysis of Locally Buckled I-Section Beam-Columns

A. S. Hasham / K. J. R. Rasmussen

The objective of this report is to compare test results with results obtained using a nonlinear finite element analysis. The report aims at validating the use of a non-linear analysis in predicting the behavior of thin-walled beam-columns subjected to compression and major axis bending.

Access

Check availability in my library

Page navigation

Document information

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Document information

Title:

Nonlinear Analysis of Locally Buckled I-Section Beam-Columns

Contributors:

A. S. Hasham (author) / K. J. R. Rasmussen (author)

Publication date:

1997

Size:

160 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Construction Materials, Components, & Equipment , I beams , Columns(Supports) , Buckling , Steel structures , Finite element analysis , Bending

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