Analysis of silo supporting ring beams resting on discrete supports

Zeybek O., TOPKAYA C., Rotter J. M.

THIN-WALLED STRUCTURES, cilt.135, ss.285-296, 2019 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 135
  • Basım Tarihi: 2019
  • Doi Numarası: 10.1016/j.tws.2018.11.001
  • Dergi Adı: THIN-WALLED STRUCTURES
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.285-296
  • Anahtar Kelimeler: Cylindrical shells, Closed-form solutions, Curved beams, Supports, Silos, Buckling, LOADED STEEL CYLINDERS, CYLINDRICAL-SHELLS, BUCKLING BEHAVIOR, ELASTOPLASTIC FAILURE, STIFFENERS, STABILITY, DESIGN
  • Orta Doğu Teknik Üniversitesi Adresli: Evet

Özet

Elevated cylindrical metal silos are often supported on a ring beam which rests on discrete column supports. The ring beam plays an important role in redistributing the majority of the discrete forces from the column supports into a more uniform stress state in the cylindrical wall, which is necessary to reduce the potential for buckling of the shell wall.