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Principer för beräkning av deformationer i armerade betongkonstruktioner.

Olsson, Martin and Svensson, Staffan (2001)
Division of Structural Engingeering
Civil Engineering
Abstract
The purpose of this report is to analyse principles for calculations of deflections the serviceability state. Methods made in the following three codes have been considered: the Swedish BKR 99, the European Eurocode 2 and the American ACI Building Code and Requirements of Reinforced Concrete. Deflections for short term as weil as for long term
loading have been investigated. The analyse has been performed and verified by a FE-toolbox to Matlab ®, C al fem.
Differences have been found in how tension stiffening is taken into account, choice of strength parameters and how to consicter creep.
Please use this url to cite or link to this publication:
author
Olsson, Martin and Svensson, Staffan
supervisor
organization
year
type
H3 - Professional qualifications (4 Years - )
subject
report number
TVBK-5107
ISSN
0349-4969
language
Swedish
id
3172229
date added to LUP
2012-12-04 14:20:34
date last changed
2014-06-11 09:27:52
@misc{3172229,
  abstract     = {The purpose of this report is to analyse principles for calculations of deflections the serviceability state. Methods made in the following three codes have been considered: the Swedish BKR 99, the European Eurocode 2 and the American ACI Building Code and Requirements of Reinforced Concrete. Deflections for short term as weil as for long term
loading have been investigated. The analyse has been performed and verified by a FE-toolbox to Matlab ®, C al fem.
Differences have been found in how tension stiffening is taken into account, choice of strength parameters and how to consicter creep.},
  author       = {Olsson, Martin and Svensson, Staffan},
  issn         = {0349-4969},
  language     = {swe},
  note         = {Student Paper},
  title        = {Principer för beräkning av deformationer i armerade betongkonstruktioner.},
  year         = {2001},
}