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Nonlinear Numerical Study of Cold-Formed Lipped Channel Beam-Columns

Chen, Ming / Feng, Zhi Bin / Zhou, Zhou / Wang, Ya Long / Zhang, Qiang

Cold-formed lipped channel sections may fail in local, distortional and overall buckling under compression. With the development of computer technology, finite element analyses of these sections play increasing important roles in engineering practice for economic design and time-saving purpose. A kind of typical cold-formed lipped channel beam-column with varying load eccentricity was analyzed in this paper by using the finite element program of ANSYS to observe the buckling modes and load carrying capacities of the columns. All the results can be the reference for further studies.

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Nonlinear Numerical Study of Cold-Formed Lipped Channel Beam-Columns

Chen, Ming / Feng, Zhi Bin / Zhou, Zhou / Wang, Ya Long / Zhang, Qiang

Cold-formed lipped channel sections may fail in local, distortional and overall buckling under compression. With the development of computer technology, finite element analyses of these sections play increasing important roles in engineering practice for economic design and time-saving purpose. A kind of typical cold-formed lipped channel beam-column with varying load eccentricity was analyzed in this paper by using the finite element program of ANSYS to observe the buckling modes and load carrying capacities of the columns. All the results can be the reference for further studies.

Nonlinear Numerical Study of Cold-Formed Lipped Channel Beam-Columns

Chen, Ming / Feng, Zhi Bin / Zhou, Zhou / Wang, Ya Long / Zhang, Qiang

Cold-formed lipped channel sections may fail in local, distortional and overall buckling under compression. With the development of computer technology, finite element analyses of these sections play increasing important roles in engineering practice for economic design and time-saving purpose. A kind of typical cold-formed lipped channel beam-column with varying load eccentricity was analyzed in this paper by using the finite element program of ANSYS to observe the buckling modes and load carrying capacities of the columns. All the results can be the reference for further studies.

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Title:

Nonlinear Numerical Study of Cold-Formed Lipped Channel Beam-Columns

Contributors:

Chen, Ming / Feng, Zhi Bin / Zhou, Zhou / Wang, Ya Long / Zhang, Qiang

Published in:

Advanced Materials Research ; 919-921 ; 183-187

Publication date:

2014-04-17

Size:

5 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.183

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Finite Element Program , Buckling Mode , Nonlinear Numerical Study , Cold-Formed Lipped Channel , Beam-Columns

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