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Influence of the slipe effect on simply supported composite beam

Influence of the slipe effect on simply supported composite beam
File Size:
236.21 kB
Author:
Tomasz Pytlowany
Email:
tpytlowany[at]pwsz[dot]krosno[dot]pl
Date:
14 August 2013
Downloads:
7 x

 

Abstract: The work concerns the slip eff ect which may occur in simply supported composite beams. Th e occurrence of the slip eff ect may lead to additional increase in beam defl ection. The main reason for the increase is susceptibility of the anchor bolts that join the beam. Th e analysis of the slip eff ect occurrence is based on the following criteria: steel and concrete are linearly elastic, junction goes along the whole length of the considered beam, concrete slab and steel rib move by the same value along the whole length of the beam, simply supported beams are analysed. In order to present the slip eff ect in composite beams and its results, a numerical example is used. The example shows three kinds of the load capacity of anchor bolts as well as their impact on the slip eff ect and defl ection of steel-concrete composite beams.

Keywords: slip effect, composite beams, simply supported beams

Area: Town and Urban Planning, Architecture and Building Engineering

BibTeX:

@article{Pytlowany2012,
  author = {Tomasz Pytlowany},
  title = {Influence of the slipe effect on simply supported composite beam},
  journal = {Challenges of Modern Technology},
  year = {2012},
  volume = {3},
  number = {2},
  pages = {44--49},
  url = {http://www.journal.young-scientists.eu/index.php/isuues/file/92-influence-of-the-slipe-effect-on-simply-supported-composite-beam}
}
 
 

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