Research Article
Mar 1978
Containment Surveillance by Monitoring Stress-Strain
Authors: Mahendra P. Singh, M.ASCE, and Adolf WalserAuthor Affiliations
Publication: Journal of the Structural Division
Volume 104, Issue 3
Abstract
When measurements of stress-strain in a prestressed concrete structure are made, extraneous strains due to creep and shrinkage of concrete and relaxation of steel are also recorded. In the presence of these extraneous strains, the significance of making the measurements for surveillance of grouted tendon containment structures is critically examined from a statistical standpoint. The discriminating power of stress-strain measurement schemes to unmistakably detect the occurrence of abnormal losses in prestress due to various causes, including corrosion, is expressed in terms of power functions. The measurements of stress or strain by meters cannot be relied upon for detection of abnormal situations which may arise due to excessive corrosion of tendon steel. Elaborate instrumentation for the purpose of surveillance seems unnecessary.
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Published In
Journal of the Structural Division
Volume 104 • Issue 3 • March 1978
Pages: 537 - 549
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Mar 1978
Published online: Feb 1, 2021
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Authors
Affiliations
Mahendra P. Singh, M.ASCE
Assoc. Prof., Dept. of Engrg. Sci. and Mecha nics, Virginia Pol ytechnic Inst. and State Univ., Blacksburg, Va.; formerly, Supervisor of Special Projects, Struct. Analytical Div., Sargent & Lundy, C hicago, Ill.
Adolf Walser
Assoc. and Struct. Dept. Engrg. Asst., Sargent & Lundy, Chicago, Ill.
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