INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2456-4184 | Impact factor: 8.76 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.76 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI)
Manufacturing, fabrication, and transportation limitations make it impossible to provide full length continuous bars in some reinforced concrete structures. In general, reinforcing bars are stocked by suppliers in lengths of 12–18 m. For that reason, and because it is often more convenient to work with shorter bar lengths, it is frequently necessary to splice bars in the field.
Proper splicing of reinforcing bars is crucial to the integrity of reinforced concrete. ACI Code states: ‘‘splices of reinforcement shall be made only as required or permitted on the design drawings, in the specifications, or as authorized by the engineer.’’ Great responsibility for design, specification, and performance of splices rests with the engineer who is familiar with the structural analysis and design stresses, probable construction conditions and final conditions of service can properly evaluate the variables to select the most efficient and economical splice method.
Lap splicing, which requires the overlapping of two parallel bars, has long been accepted as an effective, economical splicing method. In projects with smaller bar sizes such as f19 mm and smaller, lap splices have performed well over the long run. Continuing research, more demanding designs in concrete, new materials and the development of hybrid concrete/structural steel design have forced designers to consider alternatives to lap splicing such as welded splices. In this study, welding ,coupling is explored as an alternative to the traditional splicing method
Keywords:
Welded splices; Reinforcing bars; Experimental
Cite Article:
"Experimental study on beam due to effect of coupling, lapping and welding in reinforcement", International Journal of Novel Research and Development (www.ijnrd.org), ISSN:2456-4184, Vol.8, Issue 1, page no.a748-a759, January-2023, Available :http://www.ijnrd.org/papers/IJNRD2301088.pdf
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ISSN:
2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.76 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
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