State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements

Present state-of-art review deals with concrete shrinkage influence on cracking resistance and deformations of structural elements of concrete bridges. It has been shown that shrinkage deformations are one of major causes of defects in bridge structures in over the world. Various factors that influe...

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Main Authors: Viktor Gribniak, Gintaris Kaklauskas, Darius Bacinskas
Format: Article
Language:English
Published: RTU Press 2007-12-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3918
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spelling doaj-84a6d24ce3ba4d32b361a12cdd2aa3a72020-11-25T03:42:16ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882007-12-01241831932210State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge ElementsViktor Gribniak0Gintaris Kaklauskas1Darius Bacinskas2Dept of Bridges and Special Structures, Vilnius Gediminas Technical University, LT-10223 Vilnius, LithuaniaDept of Bridges and Special Structures, Vilnius Gediminas Technical University, LT-10223 Vilnius, LithuaniaDept of Bridges and Special Structures, Vilnius Gediminas Technical University, LT-10223 Vilnius, LithuaniaPresent state-of-art review deals with concrete shrinkage influence on cracking resistance and deformations of structural elements of concrete bridges. It has been shown that shrinkage deformations are one of major causes of defects in bridge structures in over the world. Various factors that influence the behaviour of the shrunk members have been discussed. The paper illustrates behaviour of a restrained member due to shrinkage and accompanying creep. For increasing crack resistance of concrete bridge structures the research recommends using lower cement contents and shrinkage reducing admixtures. Other measures are performing mixtures with slightly higher water/cement ratios, reducing the amount of reinforcing steel in the bridge elements and eliminating structural restraints.https://bjrbe-journals.rtu.lv/article/view/3918shrinkagecrackingdeformationbridgereinforced concretecreep
collection DOAJ
language English
format Article
sources DOAJ
author Viktor Gribniak
Gintaris Kaklauskas
Darius Bacinskas
spellingShingle Viktor Gribniak
Gintaris Kaklauskas
Darius Bacinskas
State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
The Baltic Journal of Road and Bridge Engineering
shrinkage
cracking
deformation
bridge
reinforced concrete
creep
author_facet Viktor Gribniak
Gintaris Kaklauskas
Darius Bacinskas
author_sort Viktor Gribniak
title State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
title_short State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
title_full State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
title_fullStr State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
title_full_unstemmed State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
title_sort state-of-art review of shrinkage effect on cracking and deformations of concrete bridge elements
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2007-12-01
description Present state-of-art review deals with concrete shrinkage influence on cracking resistance and deformations of structural elements of concrete bridges. It has been shown that shrinkage deformations are one of major causes of defects in bridge structures in over the world. Various factors that influence the behaviour of the shrunk members have been discussed. The paper illustrates behaviour of a restrained member due to shrinkage and accompanying creep. For increasing crack resistance of concrete bridge structures the research recommends using lower cement contents and shrinkage reducing admixtures. Other measures are performing mixtures with slightly higher water/cement ratios, reducing the amount of reinforcing steel in the bridge elements and eliminating structural restraints.
topic shrinkage
cracking
deformation
bridge
reinforced concrete
creep
url https://bjrbe-journals.rtu.lv/article/view/3918
work_keys_str_mv AT viktorgribniak stateofartreviewofshrinkageeffectoncrackinganddeformationsofconcretebridgeelements
AT gintariskaklauskas stateofartreviewofshrinkageeffectoncrackinganddeformationsofconcretebridgeelements
AT dariusbacinskas stateofartreviewofshrinkageeffectoncrackinganddeformationsofconcretebridgeelements
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