The performance of bolted slant endplate connections subjected to temperature increase

Zahmatkesh, F ; Sharif University of Technology | 2010

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  1. Type of Document: Article
  2. DOI: 10.1115/ESDA2010-24720
  3. Publisher: 2010
  4. Abstract:
  5. In this paper the main goal is to evaluate the vertical and slant bolted endplate connections performance in steel moment frame structures under thermal effect in elastic field, and by a finite element software. the connections are simulated to complete and verify simple modeling of analytical and numerical analysis of the behavior of vertical and slant bolted endplate connections due to increase in temperature. The results that are obtained from performance of a vertical bolted endplate connection and a slant bolted endplate connection due to increase in temperature will be compared
  6. Keywords:
  7. Slant bolted end plate Connections ; Vertical bolted end plate Connections ; Bolted end-plate ; Elastic fields ; Elevated-temperature ; End plate connections ; Finite element software ; Moment-rotation curves ; Simple modeling ; Steel moment frames ; Temperature increase ; Computer software ; Numerical analysis ; Plates (structural components) ; Systems analysis ; Bolts
  8. Source: ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis, ESDA2010, 12 July 2010 through 14 July 2010l ; Volume 2 , July , 2010 , Pages 207-217 ; 9780791849163 (ISBN)
  9. URL: http://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=1618082