Creep in reinforced concrete subject to freezing and thawing

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dc.contributor.advisorBremner, T.
dc.contributor.advisorPopov, Vladimir
dc.contributor.authorPugh, John C.
dc.date.accessioned2023-06-07T22:06:27Z
dc.date.available2023-06-07T22:06:27Z
dc.date.issued1991
dc.description.abstractThe subject of creep of reinforced concrete beams at room temperature has been the subject of considerable research, however, l i t t l e work has been done on the e f f e c t of freezing and thawing. Recent work i n the Soviet Union indicates that freezing and thawing can s i g n i f i c a n t l y increase the d e f l e c t i o n of h e a v i l y loaded beams. This work w i l l develop t e s t i n g techniques and conduct preliminary t e s t s that w i l l form part of the t e s t i n g program to v e r i f y Soviet f i n d i n g s . Recommendations for improvements to the t e s t program and apparatus w i l l be made.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.notePugh, John C (1991). Creep in reinforced concrete subject to freezing and thawing . (Engineering Senior Report no. T-1519 1991). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1519 1991 1882/14864
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/36577
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleCreep in reinforced concrete subject to freezing and thawing
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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