Principer för beräkning av deformationer i armerade betongkonstruktioner.
(2001)Division of Structural Engineering
Civil Engineering (M.Sc.Eng.)
- 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:
http://lup.lub.lu.se/student-papers/record/3172229
- author
- Olsson, Martin and Svensson, Staffan
- supervisor
- organization
- year
- 2001
- 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}},
}