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Post-Tensioned Concrete Nuclear Structures

Bibliographic Data

ID22919899
AuthorsGlen A Chauvin (Chief Struct.-Design Engr., Sargent & Lundy, Engineers, Chicago, Ill.), Robert J Small (Assist. Chief Struct.-Design Engr., Sargent & Lundy, Engineers, Chicago, Ill.), Adolf Walser (Struct. Engr., Sargent & Lundy, Engineers, Chicago, Ill.)
Year1970
Volume96
Issue3
Pages401-414
Publication date1970-06-01
Open AccessNo
TypeARTICLE
VenuePower (JOURNAL)
Journal identifiersISSN: 0569-8030 • E-ISSN: 1936-7791
PublisherAmerican Society of Civil Engineers (ASCE) (PUBLISHER • US)
DOI10.1061/jpweam.0000633
OpenAlexW1820851885
LanguageEN

The responsibilities of the architect, engineer, and the utility in selecting the type of containment for a nuclear steam supply are presented. The Atomic Energy Commission's role in the design and construction of a nuclear facility is described. Reasons are given for using prestressed concrete and the post-tensioning systems that are available in the United States, along with loading conditions and the analytical techniques used in design. Reasons for using the unbonded tendon, and construction details for a pressurized water reactor containment vessel and the prestressed concrete reactor vessel for a high temperature gas cooled reactor are included.

Boiler (water heating) · Civil engineering · Containment (computer programming) · Containment building · Forensic engineering · Nuclear engineering · Nuclear reactor · Pressurized water reactor · Prestressed concrete · Reinforced concrete · Structural engineering · Waste management · Computer Science · Engineering · Graphite, nuclear technology, radiation studies · Nuclear and radioactivity studies · Structural Response to Dynamic Loads

Highly citedNo

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