Influence of the number of keys on the shear strength of post-tensioned dry joints

The shear strength of dry joints plays an important role in the design of prestressed segmental structures. However, the formulations of different design codes do not conform to the behavior of multiple-keyed joints. This paper ana - lyzes the fracture behavior of dry keyed joints under shear loadin...

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Main Authors: M. Alcalde, H. Cifuentes, F. Medina
Format: Article
Language:English
Published: Consejo Superior de Investigaciones Científicas 2013-06-01
Series:Materiales de Construccion
Subjects:
Online Access:http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1294
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author M. Alcalde
H. Cifuentes
F. Medina
author_facet M. Alcalde
H. Cifuentes
F. Medina
author_sort M. Alcalde
collection DOAJ
description The shear strength of dry joints plays an important role in the design of prestressed segmental structures. However, the formulations of different design codes do not conform to the behavior of multiple-keyed joints. This paper ana - lyzes the fracture behavior of dry keyed joints under shear loading, focusing on the influence of the number of keys on the joint capacity and its average shear stress. It has been developed a finite element model of four different types of joints, with a number of keys varying between one and seven. The results show that the average shear stress transferred across the joint decreases with the number of keys but this effect is less appreciated as the prestressing stress increases. In this paper it is presented a formula of adjustment of the obtained numerical results including a factor with the dependence on the number of keys.
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spelling doaj.art-e0eadfe14b5c4595a426411276d05b802022-12-21T21:35:07ZengConsejo Superior de Investigaciones CientíficasMateriales de Construccion0465-27461988-32262013-06-016331029730710.3989/mc.2013.076111243Influence of the number of keys on the shear strength of post-tensioned dry jointsM. Alcalde0H. Cifuentes1F. Medina2Universidad de SevillaUniversidad de SevillaUniversidad de SevillaThe shear strength of dry joints plays an important role in the design of prestressed segmental structures. However, the formulations of different design codes do not conform to the behavior of multiple-keyed joints. This paper ana - lyzes the fracture behavior of dry keyed joints under shear loading, focusing on the influence of the number of keys on the joint capacity and its average shear stress. It has been developed a finite element model of four different types of joints, with a number of keys varying between one and seven. The results show that the average shear stress transferred across the joint decreases with the number of keys but this effect is less appreciated as the prestressing stress increases. In this paper it is presented a formula of adjustment of the obtained numerical results including a factor with the dependence on the number of keys.http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1294dry jointsmultiple-keyed jointsegmental structuresprestressed concreteshear capacity
spellingShingle M. Alcalde
H. Cifuentes
F. Medina
Influence of the number of keys on the shear strength of post-tensioned dry joints
Materiales de Construccion
dry joints
multiple-keyed joint
segmental structures
prestressed concrete
shear capacity
title Influence of the number of keys on the shear strength of post-tensioned dry joints
title_full Influence of the number of keys on the shear strength of post-tensioned dry joints
title_fullStr Influence of the number of keys on the shear strength of post-tensioned dry joints
title_full_unstemmed Influence of the number of keys on the shear strength of post-tensioned dry joints
title_short Influence of the number of keys on the shear strength of post-tensioned dry joints
title_sort influence of the number of keys on the shear strength of post tensioned dry joints
topic dry joints
multiple-keyed joint
segmental structures
prestressed concrete
shear capacity
url http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1294
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AT hcifuentes influenceofthenumberofkeysontheshearstrengthofposttensioneddryjoints
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