Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs

Non-dowelled short slabs are a cost-effective innovation of jointed plain concrete pavements. The development of this innovation has been concentrated in their structural performance. Still there is a lack of specific studies of the relation load transfer – crack width, being the crack width at join...

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Main Authors: Mauricio Pradena, Lambert Houben
Format: Article
Language:English
Published: RTU Press 2018-03-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/2603
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spelling doaj-d453dffd38124a91872aea50d8f5a38a2020-11-25T03:36:10ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882018-03-0113110.3846/bjrbe.2018.3881328Load transfer-crack width relation of non-dowelled jointed plain concrete short slabsMauricio Pradena0Lambert Houben1Dept of Civil Engineering, University of Concepción, Edmundo Larenas 219, Concepción, Casilla 160-C Correo 3, ChileDelft University of Technology, Section Pavement Engineering, Stevinweg 1, Delft 2628 CN, The NetherlandsNon-dowelled short slabs are a cost-effective innovation of jointed plain concrete pavements. The development of this innovation has been concentrated in their structural performance. Still there is a lack of specific studies of the relation load transfer – crack width, being the crack width at joint the direct cause of the aggregate interlock. Considering that their provision of load transfer relies on aggregate interlock, the objective of the present article is to develop the relationship between the load transfer by aggregate interlock and its direct cause (the crack width) specifically for innovative non-dowelled short concrete slabs pavements. For that, the analysis includes a validated nonlinear aggregate interlock model incorporated in a 3D Finite Element program, laboratory results, and field measurements performed as part of the present investigation. The results show that due to the small crack widths, the short slabs are able to provide adequate load transfer (not less than 70%) even without dowels bars. Indeed, in this case, the load transfer relies on aggregate interlock and the results of the Faultimeter (residual value more than 0) have confirmed this interlocking for crack widths at joints not more than 1.2 mm, which are typical values in short slabs when the joints are activated. For that, the Early Entry saw cutting method needs to be modified or applied as a complementary method to perform the joints. Although in short concrete slabs pavements the provision of load transfer is already guaranteed by the small crack widths at joints, the application of high-quality coarse aggregates provides even higher load transfer.https://bjrbe-journals.rtu.lv/article/view/2603aggregate interlockconcrete pavementscrack widthjointsload transfershort slabs
collection DOAJ
language English
format Article
sources DOAJ
author Mauricio Pradena
Lambert Houben
spellingShingle Mauricio Pradena
Lambert Houben
Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
The Baltic Journal of Road and Bridge Engineering
aggregate interlock
concrete pavements
crack width
joints
load transfer
short slabs
author_facet Mauricio Pradena
Lambert Houben
author_sort Mauricio Pradena
title Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
title_short Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
title_full Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
title_fullStr Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
title_full_unstemmed Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
title_sort load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2018-03-01
description Non-dowelled short slabs are a cost-effective innovation of jointed plain concrete pavements. The development of this innovation has been concentrated in their structural performance. Still there is a lack of specific studies of the relation load transfer – crack width, being the crack width at joint the direct cause of the aggregate interlock. Considering that their provision of load transfer relies on aggregate interlock, the objective of the present article is to develop the relationship between the load transfer by aggregate interlock and its direct cause (the crack width) specifically for innovative non-dowelled short concrete slabs pavements. For that, the analysis includes a validated nonlinear aggregate interlock model incorporated in a 3D Finite Element program, laboratory results, and field measurements performed as part of the present investigation. The results show that due to the small crack widths, the short slabs are able to provide adequate load transfer (not less than 70%) even without dowels bars. Indeed, in this case, the load transfer relies on aggregate interlock and the results of the Faultimeter (residual value more than 0) have confirmed this interlocking for crack widths at joints not more than 1.2 mm, which are typical values in short slabs when the joints are activated. For that, the Early Entry saw cutting method needs to be modified or applied as a complementary method to perform the joints. Although in short concrete slabs pavements the provision of load transfer is already guaranteed by the small crack widths at joints, the application of high-quality coarse aggregates provides even higher load transfer.
topic aggregate interlock
concrete pavements
crack width
joints
load transfer
short slabs
url https://bjrbe-journals.rtu.lv/article/view/2603
work_keys_str_mv AT mauriciopradena loadtransfercrackwidthrelationofnondowelledjointedplainconcreteshortslabs
AT lamberthouben loadtransfercrackwidthrelationofnondowelledjointedplainconcreteshortslabs
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