Research Article
Aug 1979
Parametric Study on Containment Liner-Anchor System
Publication: Journal of the Energy Division
Volume 105, Issue 2
Abstract
The containment liner should maintain its structural integrity and thus its leak-tightness under any accidental condition. The liner is not used as a structural member to resist any mechanical loads; however, pressure, shrinkage of the concrete, and temperature changes will induce strains in the liner and the anchorage system. In this paper, a parametric study of the behavior of the liner strains and anchor forces and displacements caused by a temperature rise due to loss of coolant accident (LOCA) has been conducted. The following variations were considered in the study: (1) ½-in. (6-mm) versus ⅜-in. (10-mm) liner thickness; (2) stud anchors versus spacings; (3) vertical and horizontal spacings; and (4) ⅝-in. (16-mm) versus ¾-in. (19-mm) diam. studs.
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Published In
Journal of the Energy Division
Volume 105 • Issue 2 • August 1979
Pages: 169 - 179
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Aug 1979
Published online: Feb 11, 2021
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Authors
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Adam Al-Dabbagh, M.ASCE
Sr. Engrg. Analyst, Sargent & Lundy, Chicago, Ill.
Ajaya K. Gupta, M.ASCE
Assoc. Prof. of Civ. Engrg., Illinois Inst. of Tech., Chicago, Ill.; also, Consultant, Sargent & Lundy, Chicago, Ill.
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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.