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RC buildings, portions of columns that are common to beams at their intersections are called beam-column joints. Since their constituent materials have limited strengths, the joints have limited force carrying capacity. When forces larger than these are applied during earthquakes, joints are severely damaged. Repairing damaged joints is difficult, and so damage must be avoided. Thus, beam-column joints must be designed to resist earthquake effects. To overcome the deficiency of the conventional concrete, fibers have been added to prevent the concrete from corrosion by using stainless steel fibers. Stainless steel does not readily corrode, rust or stain with water as ordinary steel. The experimental program consisted of four interior beam column specimens, namely, conventional, steel fiber reinforced concrete (0.5%), steel fiber reinforced concrete specimen (1%), and stainless fiber reinforced concrete specimen (1%). To overcome the deficiency of the conventional concrete, fibers have been added to prevent the concrete from corrosion by using stainless steel fibers. The effects of adding stainless steel fiber influence the behavior of beam column joint by increasing the ductility characteristics and energy absorption characteristics and this structures are located in earthquake prone areas.
Keywords:
Beam, column, Fiber, Steel, Fine and Coarse aggregates.
Cite Article:
"Structural Behaviour of Beam Column Joint by Using Stainless Steel Fiber", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.2, Issue 6, page no.365 - 370, June-2017, Available :http://www.ijrti.org/papers/IJRTI1706067.pdf
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000205240
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