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contributor authorL. Koutas
contributor authorA. Pitytzogia
contributor authorT. C. Triantafillou
contributor authorS. N. Bousias
date accessioned2017-05-08T21:36:51Z
date available2017-05-08T21:36:51Z
date copyrightJune 2014
date issued2014
identifier other%28asce%29cc%2E1943-5614%2E0000393.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57534
description abstractThe paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete connection by developing and testing textile-based anchors at the interface between masonry wallettes and concrete. The parameters examined include mainly the type of boundary conditions at the masonry-concrete interface, the geometry and fiber volume of anchors and the type and number of layers of the textile. It is shown that the anchors developed in this study enable the transfer of substantial tensile forces between masonry and concrete and that their magnitude may be estimated on the basis of anchor properties.
publisherAmerican Society of Civil Engineers
titleStrengthening of Infilled Reinforced Concrete Frames with TRM: Study on the Development and Testing of Textile-Based Anchors
typeJournal Paper
journal volume18
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000390
treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
contenttypeFulltext


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