Structural Lightweight Concrete Latest Papers

4363

Service Life Prediction of Structural Lightweight Concrete Using Transport Properties (Oct. 2020)

This report examines the effects of coarse and fine expanded shale, clay and slate (ESCS) lightweight aggregates on the transport properties of concrete. Original report and Article 

Improved Bridge Deck Performance with Lightweight Aggregate Concrete (STRUCTURE, April 2021)

(Anton Schindler, P.E., Ph.D., William H. Wolfe and Benjamin E. Byard, P.E., Ph.D.)

55 Hudson Yards (STRUCTURE, Sept 2017)

(Jeffrey Smilow, P.E., F.ASCE, Ahmad Rahimian, P.E., S.E., F. ASCE and Lan-Cheng (Peter) Pan, Ph.D., P.E.)

Low Cracking Concretes for the Closure Pours and Overlays of the Dunlap Creek Bridge

The Virginia Transportation Research Council has released a new report which is favorable for using lightweight aggregate in overlays and closure joints on bridges. It shows that using lightweight aggregate, either coarse or fine, is a recommended option to reduce cracking for overlays.

National Cooperative Highway Research Program (NCHRP) Report 733 (2013)

The NCHRP Report 733 on high-performance high-strength lightweight concrete for bridge girders and decks.

7210

Optimal Thermal Mass and R-Value in Concrete (May 2013)

(M. Vangeem, T. Holm & J.P. Ries)

Is Lightweight Concrete All Wet? The Advantages and Disadvantages of Lightweight Concrete in Building Construction (STRUCTURE, Jan 2013)

This educational article was written by structural engineers and compares the performance of LWC and NWC on suspended steel deck floors. The article goes beyond moisture issues and includes cost and benefit comparisons with an unbiased approach.

4366.1

Concrete Floor Drying Study for the Expanded Shale, Clay and Slate Institute (Craig, 2011)

This research report covers the study performed by ESCSI in Dalton, Georgia and the controlled environment study done with WR Grace in 2009.

Another Look at the Drying of Lightweight Concrete: A Comparison of Drying Times for Normalweight and Lightweight Floors

This article on the research report above was published by Concrete International in the January 2012
issue. Courtesy of the American Concrete Institute, www.concrete.org.

Embodied Energy Study: Lightweight Concrete in Steel Framed Buildings (September 2012)

This report presents the results of an embodied energy study performed by Walter P. Moore and Associates, Inc. The purpose of the study was to compare the embodied energy in the structural system of a steel framed building with lightweight concrete floor slabs on composite steel deck to the same system utilizing normalweight concrete.

Cracking Tendency of Lightweight Concrete (December 2010)

This report presents the results of the cracking tendency of lightweight concrete performed by the Highway Research Center at Auburn University’s College of Engineering.

Lightweight Concrete — Material Properties for Structural Design (Russell, 2009)

Presented at The International Bridge Conference (IBC) held in Pittsburgh, PA in June 2009.

Durability of Structural Lightweight Concrete (Ozyildirim, 2009)

Presented at The International Bridge Conference (IBC) held in Pittsburgh, PA in June 2009.

QC/QA of Lightweight Concrete — A Ready Mixed Concrete Perspective (Chua, 2009)

Presented at The International Bridge Conference (IBC) held in Pittsburgh, PA in June 2009.

FHWA Research Program on Lightweight High-Performance Concrete (Greene/Graybeal, 2009)

Presented at The International Bridge Conference (IBC) held in Pittsburgh, PA in June 2009.

Internal Curing — From the Laboratory to Implementation (Henkenseifken et al, 2009)

Presented at The International Bridge Conference (IBC) held in Pittsburgh, PA in June 2009.