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INTERNATIONAL JOURNAL OF CREATIVE RESEARCH THOUGHTS - IJCRT (IJCRT.ORG)
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ISSN Approved Journal No: 2320-2882 | Impact factor: 7.97 | ESTD Year: 2013
Call For Paper - Volume 12 | Issue 7 | Month- July 2024
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Paper Title
THE BEHAVIOR OF STEEL BEAM AND COLUMN JOINT WITH ECCENTRIC LOADING BY SIMULATION TECHNIQUES
Authors
Mr. Rishabh Kumar, Mr. Mahendra Saini
Keywords
ANSYS, Eccentric loading; Beam-column joint; flange cleat; Seat angle; Stiffener angle; Clip angle
Abstract
The study of joints with ANSYS can help in fast and accurate simulations to adjoin experimental results. This helps to fine-tune the analytical model and the experimental setup as per previous results. In this work, we will analyze the relationships between steel beams and columns. When this is overloaded, the connections bear the majority of the damage. Four different types of specimens with simple and stiff connections will be used. This investigation will examine how beams and columns are connected by utilizing a flange cleat, Seat angle, Stiffener angle, and Clip angle. An analytical study will be conducted on typical beam-column joints subjected to an eccentric load. The ultimate load-carrying capacity, peak displacement, crack propagation, and energy dissipation capacity will be studied.
IJCRT's Publication Details
Unique Identification Number - IJCRT2212409
Paper ID - 229177
Page Number(s) - d734-d744
Pubished in - Volume 10 | Issue 12 | December 2022
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Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882
E-ISSN Number - 2320-2882
Cite this article
Mr. Rishabh Kumar, Mr. Mahendra Saini, "THE BEHAVIOR OF STEEL BEAM AND COLUMN JOINT WITH ECCENTRIC LOADING BY SIMULATION TECHNIQUES", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.10, Issue 12, pp.d734-d744, December 2022, Available at :http://www.ijcrt.org/papers/IJCRT2212409.pdf
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ISSN: 2320-2882 Impact Factor: 7.97 and ISSN APPROVED Journal Starting Year (ESTD) : 2013
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ISSN: 2320-2882 Impact Factor: 7.97 and ISSN APPROVED Journal Starting Year (ESTD) : 2013
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