Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam
Shear buckling occurred in the instability modes of steel beams when it slender. This paper developsa three-dimensional finite element model using LUSAS 14.3 to study on the effect ofthe triangularsteel beamwebprofile (T WP) inshearbuckling behaviourof differentthicknesscompared RI to that of thenor...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Babol Noshirvani University of Technology
2013-01-01
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| Series: | Iranica Journal of Energy and Environment |
| Subjects: | |
| Online Access: | http://www.ijee.net/Journal/ijee/vol4/no3/7.pdf |