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Transfer of composites technology to design and construction of bridges / by Ahmad, S. H.(CARDINAL)725307; Plecnik, J. M.;
Includes bibliographical references.Final report.This report presents a summary of an extensive research study on the adaptation of current composites technology to highway bridges. In addition to analytical studies, experimental research was performed on cable applications including prestressed concrete, cable stayed and suspension bridges.Sponsored by the U.S. Department of Transportation Federal Highway Administration Office of University Research, under contract no.
Subjects: Technical reports.; Bridges; Composite materials.;
Available copies: 1 / Total copies: 1
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Proceedings of the Conference on Advanced Composites / by Conference on Advanced Composites(1991 :San Diego, Calif.); Bishop, Edward C.(CARDINAL)207350; Clewell, Harvey S.(CARDINAL)207351; American Conference of Governmental Industrial Hygienists.(CARDINAL)145418;
Includes bibliographical references.
Subjects: Conference papers and proceedings.; Composite materials; Composite materials; Composite materials;
Available copies: 1 / Total copies: 1
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FHWA study tour for advanced composites in bridges in Europe and Japan / by Hooks, John.; United States.Federal Highway Administration.Office of International Programs.(CARDINAL)288228; American Trade Initiatives, Inc.(CARDINAL)288226; FHWA International Technology Scanning Program.(CARDINAL)296102;
Includes bibliographical references (pages 141-142).
Subjects: Composite construction.; Bridges; Bridges; Composite materials; Composite materials;
Available copies: 1 / Total copies: 1
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The materials of music composition / by Reed, H. Owen,1910-2014.(CARDINAL)191826; Sidnell, Robert G.,1928-(CARDINAL)191827;
Bibliography: volume 1, page 224.book 1. Fundamentals.
Subjects: Music theory.;
Available copies: 1 / Total copies: 1
On-line resources: Suggest title for digitization;
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Crashworthiness and scaling issues in using composite materials for guardrail applications / by Svenson, Alrik L.; United States.Federal Highway Administration.(CARDINAL)139839; Turner-Fairbank Highway Research Center.(CARDINAL)286897;
Includes bibliographical references (pages 21-22).Final report ;Performed by Turner-Fairbank Highway Research Center.
Subjects: Technical reports.; Composite materials; Roads; Roads;
Available copies: 1 / Total copies: 1
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Characteristics of glass fiber-reinforced composite materials for use in roadside safety barriers / by Ye, Binshan.; United States.Federal Highway Administration.Office of Safety and Traffic Operations Research and Development.(CARDINAL)172825; Turner-Fairbank Highway Research Center.(CARDINAL)286897;
Includes bibliographical references (pages 61-62).Final report;Prepared by the Turner Fairbank Highway Research Center under NHI GRF project no.
Subjects: Technical reports.; Composite materials; Fiber-reinforced plastics; Roads;
Available copies: 1 / Total copies: 1
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Impact characteristics of glass fiber-reinforced composite materials for use in roadside safety barriers / by Svenson, Alrik L.; United States.Federal Highway Administration.(CARDINAL)139839;
Includes bibliographical references (page 65).Final report;Sponsored by Office of Safety and Traffic Operations R&D, Federal Highway Administration, and performed by Turner-Fairbank Highway Research Center.;
Subjects: Technical reports.; Composite materials; Reinforced plastics; Roads;
Available copies: 1 / Total copies: 1
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Delamination and shoving of asphalt concrete layers containing baghouse fines / by Tayebali, Akhtarhusein A.(Akhtarhusein Asgarali)(CARDINAL)272065; Kulkarni, Moreshwar Balakrishna,1976-(CARDINAL)316723; Waller, H. Fred,1926-(CARDINAL)265245; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; North Carolina State University.Center for Transportation Engineering Studies.(CARDINAL)182954;
Includes bibliographical references (pages 106-108).Final report.Sponsored by N.C. Dept. of Transportation, Research and Analysis Group
Subjects: Technical reports.; Asphalt concrete; Asphalt concrete; Asphalt; Composite materials;
Available copies: 6 / Total copies: 7
On-line resources: https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459; https://digital.ncdcr.gov/documents/detail/3691459;
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Watercolor : planning & painting / by Oliver, Alan,1937-(CARDINAL)759203;
Subjects: Watercolor painting; Composition (Art); Artists' materials.;
Available copies: 3 / Total copies: 3
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Experimental and numerical simulation of the use of fiber reinforced composite materials for road side safety applications / by Tabiei, Ala.; United States.Federal Highway Administration.(CARDINAL)139839; Turner-Fairbank Highway Research Center.(CARDINAL)286897;
Includes bibliographical references (page 83).Part I. Experimental analysis: Introduction -- Description of the experiment -- Experimental results -- Discussion and conclusion. Part II. Numerical simulation: Introduction -- Finite element model -- Tests and numerical simulation -- Discussion and conclusion -- Final remarks and recommendation -- References.Final report;The Federal Highway Administration is currently investigating the potential of using fiber reinforced composite materials for applications in highway structures. The feasibility and application of composite materials are analyzed through a series of impact tests on laboratory specimens and numerical simulation. The investigation is conducted in two parts. The objective of the first part is to determine the impact characteristics and failure modes of pultruded box-beams under impact loads. The loading rate sensitivity of pultruded box-beams with different resin systems is investigated. The second study is a numerical simulation of a series of impact tests of steel guardrails.Sponsored by Office of Safety and Traffic Operations R&D, Federal Highway Administration, under grant no.
Subjects: Technical reports.; Fibrous composites; Impact.; Roads; Roads;
Available copies: 1 / Total copies: 1
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