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Industrigolv.

Fureby, Christer and Persson, Ulf (1989)
Division of Structural Engingeering
Civil Engineering (M.Sc.Eng.)
Abstract
This paper deals with cracking in industrial concrete floars. We have restricted us to study two special cases, that is, eraeks developed by the load itself and eraeks due to shrinkage. We have of course also studied the deformation effects of the load.
The effect of the load has here been studied thoroughly by two separate methods, Winklerfoundation and the more exact Elastic halfspace theory. We have also studied effects eaused by two separate loads at a distance.
The shrinkage is dealt with in accordonance with a paper from Buö (11) who has studied this problem extensivly.
Our purpose has been to establish designing aids for this type of pavements. These are quite extensive and are based on the regulations for concrete structures BBK... (More)
This paper deals with cracking in industrial concrete floars. We have restricted us to study two special cases, that is, eraeks developed by the load itself and eraeks due to shrinkage. We have of course also studied the deformation effects of the load.
The effect of the load has here been studied thoroughly by two separate methods, Winklerfoundation and the more exact Elastic halfspace theory. We have also studied effects eaused by two separate loads at a distance.
The shrinkage is dealt with in accordonance with a paper from Buö (11) who has studied this problem extensivly.
Our purpose has been to establish designing aids for this type of pavements. These are quite extensive and are based on the regulations for concrete structures BBK 79. (Less)
Please use this url to cite or link to this publication:
author
Fureby, Christer and Persson, Ulf
supervisor
organization
year
type
H3 - Professional qualifications (4 Years - )
subject
report number
TVBK-5041
ISSN
0349-4969
language
Swedish
id
3171998
date added to LUP
2012-12-04 12:03:05
date last changed
2014-06-17 11:24:06
@misc{3171998,
  abstract     = {This paper deals with cracking in industrial concrete floars. We have restricted us to study two special cases, that is, eraeks developed by the load itself and eraeks due to shrinkage. We have of course also studied the deformation effects of the load.
The effect of the load has here been studied thoroughly by two separate methods, Winklerfoundation and the more exact Elastic halfspace theory. We have also studied effects eaused by two separate loads at a distance.
The shrinkage is dealt with in accordonance with a paper from Buö (11) who has studied this problem extensivly.
Our purpose has been to establish designing aids for this type of pavements. These are quite extensive and are based on the regulations for concrete structures BBK 79.},
  author       = {Fureby, Christer and Persson, Ulf},
  issn         = {0349-4969},
  language     = {swe},
  note         = {Student Paper},
  title        = {Industrigolv.},
  year         = {1989},
}