Predicting damage in concrete due to expansive aggregates : modeling to enable sustainable material design

PDF Version Also Available for Download.

Description

"A poroelastic model is developed that can predict stress and strain distributions and, thus, ostensibly damage likelihood in concrete under freezing conditions caused by aggregates with undesirable combinations of geometry and constitutive properties.Sensitivity of the stress distributions to the aggregate and matrix constitutive parameters are assessed to allow improved concrete design."

Physical Description

xvi, 123 p. : ill. ; 28 cm.

Creation Information

Grasley, Zachary Charles & Rahman, Syeda April 2012.

Context

This report is part of the collection entitled: Texas State Publications and was provided by the UNT Libraries Government Documents Department to The Portal to Texas History, a digital repository hosted by the UNT Libraries. It has been viewed 117 times. More information about this report can be viewed below.

Who

People and organizations associated with either the creation of this report or its content.

Publisher

Provided By

UNT Libraries Government Documents Department

Serving as both a federal and a state depository library, the UNT Libraries Government Documents Department maintains millions of items in a variety of formats. The department is a member of the FDLP Content Partnerships Program and an Affiliated Archive of the National Archives.

Contact Us

What

Descriptive information to help identify this report. Follow the links below to find similar items on the Portal.

Titles

  • Main Title: Predicting damage in concrete due to expansive aggregates : modeling to enable sustainable material design
  • Added Title: Research report (Southwest Region University Transportation Center (U.S.))

Description

"A poroelastic model is developed that can predict stress and strain distributions and, thus, ostensibly damage likelihood in concrete under freezing conditions caused by aggregates with undesirable combinations of geometry and constitutive properties.Sensitivity of the stress distributions to the aggregate and matrix constitutive parameters are assessed to allow improved concrete design."

Physical Description

xvi, 123 p. : ill. ; 28 cm.

Notes

"April 2012."

"Report no. SWUTC/12/476660-00027-1"--Technical rept. documentation p.

"Performing organization report no. Report 476660-00027-1"--Technical rept. documentation p.

Includes bibliographical references (p. 93-96)

Subjects

Library of Congress Subject Headings

University of North Texas Libraries Browse Structure

Language

Item Type

Identifier

Unique identifying numbers for this report in the Portal or other systems.

  • Accession or Local Control No: txca-0029
  • OCLC: 801850831
  • TxDoc Number: Z TA505.7 R299SW NO.12/476660-00027-1
  • Report No.: SWUTC/12/476660-00027-1
  • Archival Resource Key: ark:/67531/metapth281732

Collections

This report is part of the following collection of related materials.

Texas State Publications

This growing collection of materials produced by the State of Texas includes agency annual reports, legislative publications, statistical reports, and various state government reports and periodicals.

What responsibilities do I have when using this report?

When

Dates and time periods associated with this report.

Creation Date

  • April 2012

Covered Time Period

Coverage Date

Added to The Portal to Texas History

  • Dec. 12, 2012, 5:08 p.m.

Description Last Updated

  • Aug. 21, 2020, 2:38 p.m.

Usage Statistics

When was this report last used?

Yesterday: 0
Past 30 days: 0
Total Uses: 117

Where

Geographical information about where this report originated or about its content.

Publication Place

Map Information

  • map marker Place Name coordinates. (May be approximate.)
  • Repositioning map may be required for optimal printing.

Mapped Locations

Interact With This Report

Here are some suggestions for what to do next.

Start Reading

PDF Version Also Available for Download.

International Image Interoperability Framework

IIF Logo

We support the IIIF Presentation API

Grasley, Zachary Charles & Rahman, Syeda. Predicting damage in concrete due to expansive aggregates : modeling to enable sustainable material design, report, April 2012; College Station, Texas. (https://texashistory.unt.edu/ark:/67531/metapth281732/: accessed July 12, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu.; crediting UNT Libraries Government Documents Department.

Back to Top of Screen