Research Article
Oct 1969
Grouted Tendons for Nuclear Containment
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VIEW THE REPLYAbstract
Pre stressed concrete containment structures for nuclear power plants require large capacity, flexible prestressing steel tendons made up of many high-strength carbon steel wires or strands. A system having the multiple strand or wire tendon in the concrete structure enclosed within a sealed steel duct filled with grout provides a corrosion-inhibiting alkaline environment and the exclusion of corrosive agents. The curvature required of the tendons in the shell structures appropriate for nuclear containment results in a radial component of prestress force acting to pack the tendon elements, individual wires or strands, against the inside radius of the enclosing ducts. The results of the tests led to the conclusion that the configuration of the strands maintain paths sufficient for grout flow regardless of the radial force tending to pack the tendon elements.
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Information
Published In
Journal of the Power Division
Volume 95 • Issue 2 • October 1969
Pages: 277 - 292
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Oct 1969
Published online: Feb 11, 2021
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Gunnar A. Harstead, AM.ASCE
Supervising Civ. Engr., Burns and Roe, Inc., Oradell, N.J.
E. Richard Kummerle, M.ASCE
Chief Civ. Engr., Burns and Roe, Inc., Oradell, N.J.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.