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contributor authorRobert B. Petersen
contributor authorMark J. Masia
contributor authorRudolf Seracino
date accessioned2017-05-08T21:31:12Z
date available2017-05-08T21:31:12Z
date copyrightJune 2009
date issued2009
identifier other%28asce%291090-0268%282009%2913%3A3%28169%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54589
description abstractIn this paper the results of 18 pull tests performed on clay brick masonry prisms strengthened with near-surface mounted carbon fiber-reinforced polymer (CFRP) strips are presented. The pull tests were designed to add to the existing database and investigate variables significant to masonry construction. FRP was bonded to solid clay brick masonry; FRP aligned both perpendicular and parallel to the bed joint; and in the case of FRP reinforcement aligned parallel to the bed joint, compression applied perpendicular to the strip was used to simulate vertical compression load in masonry walls. Results including bond strength, critical bond length, and the local bond-slip relationship are presented as well as a discussion on the effect of the new variables on these results.
publisherAmerican Society of Civil Engineers
titleBond Behavior of Near-Surface Mounted FRP Strips Bonded to Modern Clay Brick Masonry Prisms: Influence of Strip Orientation and Compression Perpendicular to the Strip
typeJournal Paper
journal volume13
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2009)13:3(169)
treeJournal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 003
contenttypeFulltext


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