High Performance Concrete For

Lange, D.A.; Roesler, Jeffrey R.; D'Ambrosia, Matthew; Grasley, Z.C.; Lee, C.J.; Cowen, D.R.

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https://hdl.handle.net/2142/46278 Copy

Description

Title

High Performance Concrete For

Author(s)

• Lange, D.A.
• Roesler, Jeffrey R.
• D'Ambrosia, Matthew
• Grasley, Z.C.
• Lee, C.J.
• Cowen, D.R.

Issue Date

2003-07

Keyword(s)

high performance concrete, bridge decks, shrinkage, cracking behavior.

Abstract

The use of High Performance Concrete (HPC) for IDOT transportation structures was the subject of a three-year study that involved field investigation, laboratory experiments, analysis and modeling work. The field study was based on IDOT projects and involved instrumentation and analysis of six HPC bridge decks. The laboratory component used methods developed at UIUC for characterizing early age thermal, shrinkage, creep, and cracking behavior. Modeling included the use of material models to analyze and predict creep and shrinkage behavior and a finite element model to investigate structural and material interaction in IDOT bridges.

Series/Report Name or Number

IHR-R29

ISSN

0197-9191

Type of Resource

text

Language

en

Permalink

http://hdl.handle.net/2142/46278

Sponsor(s)/Grant Number(s)

Illinois Department of Transportation IHR-R29

Copyright and License Information

No restrictions. This document is available to the public through the National Technical Information Service, Springfield, Virginia 22161

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