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In last many decades’ researcher and academician are working towards the enhancement of strength of the multi-storey structure. So in the same order, here in this work different design of beam-column was proposed and analysed. In this work total seven different cases of beam-column joint were proposed and evaluate the different performance parameters. It calculates the value of total deformation, equivalent stress, elastic strain and other parameters for each case of analysis. It also shows the distribution of different parameters throughout the beam and column joint in each case of analysis. In this work, Ansys static structure is used to perform numerical analysis of column-beam joint. Through analysis it is found that, case-6 shows the optimum design of joint. with case-6, the total deformation is minimum, whereas the equivalent stress is also low as compared to other cases of joint. So, it is concluded that case-6 shows the most optimum case of joint in beam-column joint.
Keywords:
beam-column joint, FEM analysis, deformation, failure behavior, stress-stain analysis
Cite Article:
"EVALUATING THE DESIGN OF BEAM-COLUMN JOINT USED IN MULTI-STOREY STEEL FRAME STRUCTURE", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.6, Issue 7, page no.59 - 71, July-2021, Available :http://www.ijrti.org/papers/IJRTI2107011.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator