Modelling structural performance of existing concrete structures
Modelling structural performance of existing concrete structures
Many existing structures have to be assessed to find out whether they still satisfy the demands of structural safety. There are various possibilities to be regarded: structures can be still in good condition, but exposed to traffic loads which are larger than assumed in the original design. Moreover structures can sufferer material deterioration, reducing the bearing capacity. Finally structures may originally have been designed according to rules which are not anymore in agreement with the actual demands. So, non-compliant details may lead as well to insufficient structural safety.
In order to be able to determine the actual structural safety, the structural performance of existing structures should be described as realistically as possible. The bulletin is a state of-the-art report treating many subjects related to structural safety of existing structures. This includes determination of the residual capacity of structures subjected to higher loads than initially assumed. Moreover it deals with the change of the properties of structural materials suffering deterioration and the determination of the residual bearing capacity of structures with those deteriorated materials. Also examples are given with regard to the determination of the structural safety of structures with various types of non-compliant details.
Finally attention is given to assessment of existing structures by numerical simulation and by proof loading.
Fédération internationale du béton (fib)
Coronell, Dario
de81d40f-6a11-4d66-af10-51db23eac943
Zandi, Kamyab
057b275e-70c0-4a80-a3ac-328780f3f8bc
Kashani, Mehdi
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Walraven, Joost
ecb007d5-1db7-4612-a795-6e4f935f1af9
6 June 2024
Walraven, Joost
ecb007d5-1db7-4612-a795-6e4f935f1af9
Coronell, Dario
de81d40f-6a11-4d66-af10-51db23eac943
Zandi, Kamyab
057b275e-70c0-4a80-a3ac-328780f3f8bc
Kashani, Mehdi
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Walraven, Joost
(ed.)
,
et al.
(2024)
Modelling structural performance of existing concrete structures
(fib Bulletins, 111),
Fédération internationale du béton (fib), 169pp.
Abstract
Many existing structures have to be assessed to find out whether they still satisfy the demands of structural safety. There are various possibilities to be regarded: structures can be still in good condition, but exposed to traffic loads which are larger than assumed in the original design. Moreover structures can sufferer material deterioration, reducing the bearing capacity. Finally structures may originally have been designed according to rules which are not anymore in agreement with the actual demands. So, non-compliant details may lead as well to insufficient structural safety.
In order to be able to determine the actual structural safety, the structural performance of existing structures should be described as realistically as possible. The bulletin is a state of-the-art report treating many subjects related to structural safety of existing structures. This includes determination of the residual capacity of structures subjected to higher loads than initially assumed. Moreover it deals with the change of the properties of structural materials suffering deterioration and the determination of the residual bearing capacity of structures with those deteriorated materials. Also examples are given with regard to the determination of the structural safety of structures with various types of non-compliant details.
Finally attention is given to assessment of existing structures by numerical simulation and by proof loading.
This record has no associated files available for download.
More information
Published date: 6 June 2024
Identifiers
Local EPrints ID: 495777
URI: http://eprints.soton.ac.uk/id/eprint/495777
PURE UUID: 34338874-eecd-4e1d-a14b-c0519551eeb1
Catalogue record
Date deposited: 22 Nov 2024 17:36
Last modified: 23 Nov 2024 02:53
Export record
Altmetrics
Contributors
Editor:
Joost Walraven
Author:
Dario Coronell
Author:
Kamyab Zandi
Corporate Author: et al.
Download statistics
Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.
View more statistics