224.2R-92: Cracking of Concrete Members in Direct Tension (Reapproved 2004)

224.2R-92: Cracking of Concrete Members in Direct Tension (Reapproved 2004)

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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 postcracking axial stiffness are discussed. The report concludes with a review of methods for controlling cracking caused by direct tension.

Keywords: cracking (fracturing); crack width and spacing; loads (forces); reinforced concrete; restraints; stiffness; strains; stresses; tensile stress; tension; volume change.

Document Details

Author: ACI Committee 224

Publication Year: 2002

Pages: 12.00

ISBN: 9780870310355

Categories: Cracking

Formats: PDF

Table of Contents

Chapter 1: Introduction

Chapter 2: Causes of cracking

* Introduction

* Applied loads

* Restraint

Chapter 3: Crack behavior and prediction equations

* Introduction

* Tensile strength

* Development of cracks

* Crack spacing

* Crack width

Chapter 4: Effect of cracking on axial stiffness

* Axial stiffness of one-dimensional members

* Finite element applications

* Summary

Chapter 5: Control of cracking caused by direct tension

* Introduction

* Control of carcking caused by applied loads

* Control of cracking caused by restraint of volume change


Conversion Factors

Chapter 6: References

* Recommended references

* Cited references


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