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Buildings & Construction

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Displaying 476 - 486 of 486

Prediction of Permeability Using Optical Coherence Tomographic Imaging of an Epoxy and Unidirectional E-Glass Composite

January 1, 1999

Author(s)

Joy Dunkers, Frederick R. Phelan Jr., C G. Zimba, R Prasankumar, J G. Fujimoto

The Influence of Elastomer Concentration on Toughness in Dispersions Containing Preformed Acrylic Elastomeric Particles in an Epoxy Matrix

January 1, 1999

Author(s)

J He, D T. Raghavan, D Hoffman, Donald L. Hunston

Multiple Fiber Technique for the Single Fiber Fragmentation Test

March 1, 1998

Author(s)

Chang K. Moon, Walter G. McDonough

The single fiber fragmentation test has been modified by embedding multiple fibers into matrix resin. During testing, we examined the interfacial shear strengths between the fibers and the matrix. In addition, the time-dependent nature of the fragmentation

Workshop on Micromechanics Measurement Technologies for Fiber-Polymer Interfaces

May 1, 1997

Author(s)

Walter G. McDonough, Richard~undefined~undefined~undefined~undefined~undefined Parnas, Gale A. Holmes, Donald L. Hunston

The Polymers Division hosted the Workshop on Micromechanics Measurement Technologies for Fiber-Polymer Interfaces, jointly sponsored by NIST and the Textile Research Institute of Princeton, NJ, on May 28-30, 1997. Fifty researchers from industry, academia

A Prototype Computer-Integrated Knowledge System: Predicting Service Life of Chloride-Exposed Steel-Reinforced Concrete

December 2, 1996

Author(s)

Dale P. Bentz, Kenneth A. Snyder, J R. Clifton

In the last decade or so, numerous advances have occurred in the field of information technology. Through the use of computers, the amount of available information and the speed at which it can be retrieved have both increased dramatically. The

A Prototype Computer-Integrated Knowledge System: Predicting Service Life of Chloride-Exposed Steel-Reinforced Concrete

December 2, 1996

Author(s)

Dale P. Bentz, J R. Clifton, Kenneth A. Snyder

The Economics of New-Technology Materials: A Case Study of FRP Bridge Decking

July 1, 1996

Author(s)

M A. Ehlen, Harold E. Marshall

Many new materials are bing developed from polymers, metals, and ceramics. Industry is beginning to introduce some of these high-performance or new-technology materials in construction and manufacturing applications because the materials have advantages

Responses to Questions by the General Accounting Office (GAO) Related to construction of the Sunshine Skyway Bridge (NBS IR 84-2892)

June 29, 1984

Author(s)

Nicholas J. Carino

The General Accounting Office (GAO) requested the assistance of the National Bureau of Standards (NBS) in the investigation of the construction of the new Sunshine Skyway Bridge in Florida. Specifically, GAO desired answers to questions related to the

Analysis of Construction Conditions Affecting the Structural Response of the Cooling Tower at Willow Island, West Virginia (NBS IR 80-2010)

July 30, 1980

Author(s)

Hai S. Lew, S. G. Fattal

The initial investigation of the Willow Island cooling tower collapse (NBS IR 78-1578)established that the most probable cause of the collapse was the imposition of construction loads on the tower before the concrete had gained adequate strength. The

Influence of Aggregate Properties on Concrete Mechanical Performance

Author(s)

Jussara Tanesi, Dale P. Bentz, Scott Z. Jones, Mengesha Beyene, Haejin Kim, Ahmad Ardani, Paul E. Stutzman

While the influence of paste properties on concrete performance has been extensively studied, that between aggregate characteristics and concrete performance has not been investigated in detail. Based on previous research that demonstrated significant

Self-Compacting Concretes Using Fly Ash and Fine Limestone Powder: Shrinkage and Surface Electrical Resistivity of Equivalent Mortars

Author(s)

Alejandro Duran-Herrera, Juan De-Leon-Esquival, Dale P. Bentz, P Valdez

Self-compacting concrete (SCC) has become a technological preferred option for many projects that should satisfy strict fresh stage properties that are of major concern in quality assurance. To ensure stable and robust fresh stage properties, typically a

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