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Fire hazards and full - scale structural tests have indicated that steel connections could be subjected to large deformations and fracture in fire. This is not currently considered in design approaches because the connections are assumed to heat up more slowly than the structural frame members, and therefore retain more relative strength. A project at the Universities of Sheffield and Manchester is currently investigating the robustness of common types of steel connections when subjected to fire. This paper reports on the part of the results on the fin plate connections. The results illustrate that bolts have their strength reduced faster than hot rolled steel with increase of temperature, and failure of fin plate joints is quite often controlled by bolt failure in shear. As a result of bolt shear fracture, fin plate connections have unexpectedly low resistance and ductility when subject to elevated temperatures and large rotations.
Keywords:
Idea Statica, Fin Plate Connection, Bolt, Weld, Friction type connection.
Cite Article:
"Experimental Investigation and Design of fin plate connection", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.10, Issue 6, page no.b543-b551, June-2025, Available :http://www.ijrti.org/papers/IJRTI2506165.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