Static Behavior of Rigid Connections of H-beams with Corrugated Webs |
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| Authors: | Fan Xin Li Guoqiang Sun Feifei Zhang Zhe |
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| Affiliation: | College of Civil Engineering;State Key Laboratory for Disaster Prevention in Civil Engineering, Tongji University, Shanghai 200092, P. R. China;State Key Laboratory for Disaster Prevention in Civil Engineering, Tongji University, Shanghai 200092, P. R. China;State Key Laboratory for Disaster Prevention in Civil Engineering, Tongji University, Shanghai 200092, P. R. China;School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, P.R.China |
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| Abstract: | Steel H-beams with corrugated webs can provide high shear-buckling resistance with very thin webs, which results in saving of steel. Common beam-to-column rigid connections are not suitable for H-beams with corrugated webs, so 2 types of rigid connections are proposed .In this paper,2 static tests of beam-to-column rigid connections of H-beams with corrugated webs were conducted. And the test results were compared with the results from finite element analysis and the results calculated from the practical design formulas to verify the validity of the results from ABAQUS FEA and reliability from the practical design formulas. Parametric studies were carried out to investigate the bearing capacity of the pinned connection with variations in the thickness of the endplate, the connecting plate and the corrugation at the breaking point. |
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| Keywords: | H-beams with corrugated webs beam-to-column rigid connections static behavior experimental research finite element analysis |
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