ACI 224.2R

Cracking of Concrete Members in Direct Tension

contributor author	ACI - American Concrete Institute
date accessioned	2017-09-04T15:42:12Z
date available	2017-09-04T15:42:12Z
date copyright	01/01/1992 (R 2004)
date issued	2004
identifier other	PIZIJBAAAAAAAAAA.pdf
identifier uri	http://yse.yabesh.ir/std/handle/yse/44550
description 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.
language	English
title	ACI 224.2R	num
title	Cracking of Concrete Members in Direct Tension	en
type	standard
page	12
status	Active
tree	ACI - American Concrete Institute:;2004
contenttype	fulltext
subject keywords	crack width and spacing
subject keywords	cracking (fracturing)
subject keywords	loads (forces)
subject keywords	reinforced concrete
subject keywords	restraints
subject keywords	stiffness
subject keywords	strains
subject keywords	stresses,tensile stress
subject keywords	tension
subject keywords	volume change