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ACI 224.2R

Cracking of Concrete Members in Direct Tension

Organization:
ACI - American Concrete Institute
Year: 2004

Abstract: Preface: This report is concerned with cracking in reinforced concrete caused primarily by direct tension rather than bending. Causes of direct tension cracking are reviewed, and equations for predicting crack spacing and crack width are presented. As cracking progresses with increasing load, axial stiffness decreases. Methods for estimating post-cracking axial stiffness are discussed. The report concludes with a review of methods for controlling cracking caused by direct tension.
URI: http://yse.yabesh.ir/std/handle/yse/44550
Subject: crack width and spacing
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    ACI 224.2R

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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T15:42:12Z
date available2017-09-04T15:42:12Z
date copyright01/01/1992 (R 2004)
date issued2004
identifier otherPIZIJBAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std/handle/yse/44550
description abstractPreface: This report is concerned with cracking in reinforced concrete caused primarily by direct tension rather than bending. Causes of direct tension cracking are reviewed, and equations for predicting crack spacing and crack width are presented. As cracking progresses with increasing load, axial stiffness decreases. Methods for estimating post-cracking axial stiffness are discussed. The report concludes with a review of methods for controlling cracking caused by direct tension.
languageEnglish
titleACI 224.2Rnum
titleCracking of Concrete Members in Direct Tensionen
typestandard
page12
statusActive
treeACI - American Concrete Institute:;2004
contenttypefulltext
subject keywordscrack width and spacing
subject keywordscracking (fracturing)
subject keywordsloads (forces)
subject keywordsreinforced concrete
subject keywordsrestraints
subject keywordsstiffness
subject keywordsstrains
subject keywordsstresses,tensile stress
subject keywordstension
subject keywordsvolume change
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