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Relevant bibliographies by topics / PRETENSIONED AND POST TENSIONED GRIDERS

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Journal articles
Dissertations / Theses
Conference papers

Academic literature on the topic 'PRETENSIONED AND POST TENSIONED GRIDERS'

Author: Grafiati

Published: 11 September 2023

Last updated: 31 July 2025

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Journal articles on the topic "PRETENSIONED AND POST TENSIONED GRIDERS"

1

Funahashi, Miki, and Walter T. Young. "Cathodic Protection of Prestressed Bridge Members—Full-Scale Testing." Transportation Research Record: Journal of the Transportation Research Board 1561, no. 1 (1996): 13–25. http://dx.doi.org/10.1177/0361198196156100103.

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The results of a study on the use of cathodic protection on prestressed and post-tensioned concrete bridge members are summarized. Previous laboratory tests to evaluate hydrogen embrittlement of high strength steel embedded in concrete have proven that cathodic protection will generate hydrogen on high-strength steel in concrete if the potential is more negative than the thermodynamic hydrogen evolution potential. The hydrogen generated will enter the steel and cause a loss in ductility that will adversely affect the steel's performance if a notch is present. Full-scale beams were constructed

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2

"Flexural Cracking Behavior of Pretensioned and Post-Tensioned Beams: The State of the Art." ACI Journal Proceedings 82, no. 6 (1985). http://dx.doi.org/10.14359/10411.

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3

Aly, Jehan H., A. Farghal Maree, Mohamed Kohail, and Ayman H. Khalil. "Development Length Assessment of Bonded Post-Tensioning Slabs with Bulb-Shaped Dead end Anchorage." International Journal of Concrete Structures and Materials 18, no. 1 (2024). http://dx.doi.org/10.1186/s40069-024-00696-7.

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AbstractThe bond between prestressing strands and concrete within the dead-end zone of a post-tensioned concrete member significantly influences the effectiveness of the strand-concrete system. However, the existing code equations for determining development length rely on studies conducted on pretensioned concrete members rather than post-tensioned ones. As a result, the implementation of development length for prestressing strands with bulb-shaped dead end anchorage in post-tensioning slabs relies on common practice and former experience. Unfortunately, this can sometimes lead to concrete cr

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4

Merritt, David K., Kirsten Stahl, Samuel S. Tyson, and B. Frank McCullough. "Expedited Construction Using Precast Prestressed Concrete Pavement in Califor." Proceedings of the International Conference on Concrete Pavements, January 17, 2025. https://doi.org/10.33593/iccp.v8i1.564.

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Faced with shorter and shorter windows for reconstructing deteriorating pavements in urban areas, transportation agencies are continually searching for new and innovative techniques for rapid pavement construction. The California Department of Transportation (Caltrans) is one such agency, often limited to 7-hour nighttime construction windows in the Los Angeles and other metropolitan areas. One innovation recently examined by Caltrans is precast concrete pavement. A 76 m (248 ft) section of precast, prestressed concrete pavement was constructed on Interstate 10 in El Monte, California, adding

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Dissertations / Theses on the topic "PRETENSIONED AND POST TENSIONED GRIDERS"

1

YADAV, DEVWRAT. "EFFICACY STUDY OF DIFFERENT CONFIGURATION OF PRETENSIONED AND POST TENSIONED I-GIRDERS FOR HIGHWAY VIADUCT." Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18886.

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In today’s world, there is a higher demand of roads and grade separated structures to avoid traffic congestion. Thus, a lot of elevated viaducts, flyovers and bridges are being constructed all over the world. The bridge superstructure is of various types and the type of superstructure to be adopted depends upon several factors. The most used superstructure type is beam slab system in which, generally, the beams are prestressed. Pre-Tensioned and Post Tensioned girders are the most used type of prestressed beams in beam slab bridges and the practice of Prestress I-Girder type bridges are

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Conference papers on the topic "PRETENSIONED AND POST TENSIONED GRIDERS"

1

"Flexural Cracking Behavior of Partially Prestressed Pretensioned and Post-Tensioned Beams--State of the Art." In SP-113: Cracking in Prestressed Concrete Structures. American Concrete Institute, 1989. http://dx.doi.org/10.14359/2996.

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2

Subbotin, S. L., and A. V. Gavrilenko. "Influence of unbonded pretensioned reinforcement placed in narrow ducts to equilibrium of post-tensioned beams cross sections." In MODERN APPROACHES IN ENGINEERING AND NATURAL SCIENCES: MAENS-2021. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0145626.

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