Critical rigidity of stiffener for increasing shear stability of rectangular plate

Authors

  • ALEKSEY PRITYKIN Immanuel Kant Baltic Federal University, Kaliningrad State Technical University (KGTU)
  • ILYA KIRILLOV Kaliningrad State Technical University (KGTU)

DOI:

https://doi.org/10.5755/j01.mech.21.3.9045

Keywords:

clamped rectangular plate, shear, buckling, finite element method, dimensions of stiffener, experiment

Abstract

 

In plate girder with slender web the big transverse forces lead to web buckling produced with shear. One of the ways to increase stability of web near supports is to install stiffeners. In work the task of finding of critical stresses of clamped rectangular plate with installed inclined stiffener is considering. Investigations were performed with the finite element method and were checked with the experiment. Recommendations were given on choice of optimal size of stiffener.

DOI: http://dx.doi.org/10.5755/j01.mech.21.3.9045

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Published

2015-06-22

Issue

Vol. 21 No. 3 (2015)

Section

MECHANICS OF SOLID BODIES

License

The copyright for the articles in this journal is retained by the author(s) with the first publication right granted to the journal. The journal is licensed under the Creative Commons Attribution License 4.0 (CC BY 4.0).